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18-013 WALL MART FIELD REPORTS FIELD SKETCH Project: Wal*Mart #2901 North Hampton Eastern _ Materials Testing Project No.: 00362C Date: /O - 3- 00 Laboratory a Division oJJaworski Geotech,Inc. E --- - - � 1 I li I I 3 j T ! t --'— ---' ---------� '+�----- �r s A p e a F �I- -- - - - -- --�-- =- I II I 9 —— — -- — — -- - - -- - ----------r -- ------ p1 — - - - -- =f;-- — — — ----- I I ! _ I _ ........................ - I ,I, I� • 4+� I I •I li I I �li ��I Eastern A Divisio, - Materials Testing Laboratory FIELD DENSITY TEST SUMMARY JAWORSK,, GEOTECH, INC. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores,Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 00362C Weather: clear,70's Date: 10/3/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pet) (%) (pen (%) Compaction Compaction 1 Plumbing trench at B.3 1'8" C 1029-00 122.5 9.2 117.9 7.9 X6;2::::::::::::::: 95 at 12 BFG 2 Plumbing trench at B.3 118" C 1029-00 122.5 9.2 116.6 8.3 .......... 95 at 13 BFG 3 Plumbing trench at B.3 8" C 1029-00 122.5 9.2 118.4 8.7 X6:7:::: :: 95 at 12 BFG 4 Plumbing trench at B.3 8" C1029-00 122.5 9.2 117.6 8.4 95 at 13 BFG .................... MATERIAL DESCRIPTION: C1029-00: Grayish brown C-F GRAVEL and C-F SAND,trace SILT NOTE: BFG-below finish grade A Division of Eastern ...� : r ,• Tes Materials t Labotinratory FIELD REPORT JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clear, 70's Date: October 3, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: DMC Concrete Corporation was observed setting forms and tying reinforcing steel for the piers in the Garden Center. F. Monarca Masonry was observed infilling existing openings on G line at 9.3 line, B line at 12 line, B line at 13.8 line and B line at 11.7 line. 12-inch cement block was laid in the openings. L&D Services Inc. was observed backfilling the plumbing trench along B.3 line between 11.5 and 13.5 line. The trench was backfilled in 1-foot lifts using structural fill (grayish brown C-F Gravel and C-F Sand, trace Silt) from Warner Brothers Pit. A compactive effort was applied to each lift using a Wacker plate compactor. JGI Activities: Four field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:X rf Date: 10/17/00 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the MIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. now /� / n LETTER OF TRANSMITTAL A"`V`S'O"Of Eastern Materials Testing Lab - A Division of Jaworski Geotech, Inc. a�oo._oo,eoeoo 114 Woodlawn Road OCT 2 3 20M a �VORSKI Berlin, CT 06037 GE TECH, INC. (860) 829-1725 (860) 829-1745 Fax .;[ Internet Address: http://www.jgi-geo.com- Date: October 20, 2000 Attention: Mr. Keith King Project: Wal*Mart Store #2901 Sent to: Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: Y Field work Lab work Figures/Drawings _ Report Other: Copies Date Description 1 10/3/00 Field Report THESE ARE TRANSMITTED as checked below: Remarks: For approval X For your use For review and comment COPY TO: Mr. Ken Beaudoin Tony Patilco Building Official Signed: ( Y /P i3 LETTER OF TRANSMITTAL A DiW510,7 of Eastern Materials Testing Lab — A Division of Jaworski Geotech, Inc ° 114 Woodlawn Road �,i,��. .n DASD ..... ..:.. Berlin, CT 06037 CH, INC. (860) 829-1725 (860) 829-1745 Fax Wi 1 82000 Internet Address: http://www.jgi-geo.com "T of BV p, r Date: October 17, 2000 Attention: Mr. Keith King Project: Wal*Mart Store #2901 Sent to: Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: X Field work x Lab work _ Figures/Drawings _ Report Other: Copies Date Description 1 10/9/00 Concrete Data Summary(Set No.: C-3) 1 10/9/00 Mortar Test Summary (Set No.: M-1) 1 9/25 to 9/28 Field Reports THESE ARE TRANSMITTED as checked below: Remarks: — For approval X For your use For review and comment COPY TO: Mr. Ken Beaudoin Tony Patilco Building Official Signed: ubr FIELD SKETCH Project: Wal*Mart #2901 North Hampton Eastern — Materials Testing Project No.: 0 0 3 6 2C Date: y - ,2 ,Y - c�p � Laboratory a Division ojJaworski Geotech, Inc. s� I r i i is —----- ------ --— -----►----- a � - I ' !I fit �� + I li � I _ I i __ .�I�C C. l c'F C..Ct�.e<1 �c:✓� i 11 I i § to 2 1. 1, --------- it i j— 2 i .!1 i 9t:� li I j ------ — 4- - p ------- 04 ---L . li i I li I A Division of Eastern - Materials 1 Testing Laboratory FIELD REPORT JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clear, 50's Date: September 28, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services, Inc. continued to excavate for the truck dock footings along F line from 0.1 to 1 and between F and E.I line along 0.1 line. Excavation occurred in undisturbed (stiff gray brown Silty Clay with some reddish/brown fine Sand layers) material. The area was over excavated 6-inches and was observed to be stable. 6-inches of 3/4-inch crushed stone was placed and a compactive effort was applied using a heavy Wacker plate compactor. L&D began to excavate along 13.3 line to remove plumbing for the snack bar relocation. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:WW Date: 10/10/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. FTELD SKETCH FProjec.t: Wal*Mart #2901 , North Hampton MOM Eastern Materials Testing Project No.: 00362C Date: 2_1 - OC) Laboratory JII Ji It 41", Ji IBM A Division of Eastern - Materials �4 0 Testing FIELD REPORT - Laboratory JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clear, 60's Date: September 27, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services began to excavate for the footings in the truck turnaround area. Excavation occurred in undisturbed (gray/brown Silty Clay with some reddish/brown fine Sand layers) material. The area along G line from 0.1 to 1 line between F and G line along 0.1 line was over excavated 6-inches and 6-inches of 3/4-inch crushed stone was placed and a compactive effort was applied using a heavy Wacker plate compactor. DMC Concrete Corporation placed 8-cubic yards of Construction Services 3,500 psi concrete mix into 15 spread footings for the Garden Center. The concrete was transported using a chute. The concrete was mechanically vibrated upon placement. JGI Activities: Reinforcing steel was reviewed prior to today's concrete placement. The steel was observed to be placed in general accordance with project drawings. Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:X Date: 10/10/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution maybe made. ...} 0 .�' ; iIFQ I� -f'�.s l4+gl's n.rl WIUE I �1 ��•y�l ..u .._!ffiYrext L iF.N eo-.KMi r ��t — �} j•, �i I STORY CONCRETE BLOCK = ^�• Z .�'yAA- '( BUILDING '�- q i 'll'VAL*MART FEAR It 1,- 1 .• WELL CL - SGR MUNI. ✓'iawr. d '1 i: .,. Afro u. F.F.E.-Vse.l 7 �ii.T� ,ti� >�we sw ean� a.ee eexr eaa gq — F V l ge . N yi +•� .`n[7rwKr rV U _I1A11 MEW Q OVERLAY- dlkCxdl M d — •� CEgt,L,C��ONA$LLI, '.-. ° .' Y 0• ° Pd'4ELLiJ.BVHKt M�.i/II V AXui re el � —ty 1NNO CCUER'ABINatk AY B CIt �'a j /'1 ©fib CIIIMNs B RNN �KAO K h ` - w -}. ®IAaI ltltl /AEI tRI \ / e L M_ Axelk kdff AYNkV 0 d ML id Ik IA Ad 00, ©bWWlk%tb1R AAdt WA bWW bmdd l°aux Axe Akwlr. ` `'9y ,��. c i, .,•,� iro ICII 4 R., C) 19 AAW iblR6 U ItM Elm. f;AfMALf Il edmlkn)MAU k IIAx AM kwr+B. � - �y�y,� ��I�� ,An /Wa elJx cr Ad1Akt ki et.xt Yet#!/ CIS TUi� :]1�C I 1 [• Vt�f Yl, \ i/ �\ /' •y1�� Y�'. 1:.. Ir.� ,A SITE DAT SHoPPI140 CENtER RUILOING FA 137,328 S.F. PARKING bPACLt REQUIRED 453 y PARkiNd''.SPAcES PRoVIDED 453 CPARKINd RAtlo . 3.33 �5° PAINT SIRIPING LEI _ Q Iri" en 5.r. 5 es Required pFt * \� s•d ..Af`"P srra/l•-Omar at r.a eam t /(•Y e /� - Rl2 rtttow 2" x1[ + �� twit- 6.433 2 � � � +°., �i� � lvanl•_s.,nc w.a sc'Ia rRa i al• O z.+ U U N N O O P. a FIELD SKETCH Project: Wal*Mart #2901 North Hampton Eastern - Materials Testing Project No.: 0 0 3 6 2C Date: 9 2-0 -c,c; Laboratory a Division ofJaworski Geotech, Inc. s� _:. ........... d I II � I� -�- i, 1 y fit � — A I --- --- sil+ ------------' \ - ----------- ZI I t I — i 'I I I .. -. 1. -- — - ---- . - �, •I li I I li j b � bb A Division of Eastern _ Materials -r Testing FIELD REPORT Laboratory JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: rain, 50's Date: September 26, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services Inc. excavated for electrical conduit for site lighting across the front of the garden center to 10.7 line where it tied into the building north of CVS. A 1-foot wide trench was excavated. The conduit was laid and bedded in sand. The trench was backfilled using structural fill from Warner Brothers Pit. The material was grayish brown C-F Gravel and C- F Sand, trace Silt. The fill was spread in 1-foot lifts and a compactive effort was applied to each lift using a Weber Jumping Jack. DMC Concrete Corporation was observed setting forms and tying reinforcing steel for footings in the Garden Center. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:N13�_ Date: 10/10/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution maybe made. FIELD SKETCH E Wal*Mart #2901 North Hampton Eastern - Materials Testing o.: 00362C Date: y -Z5 -c.� Laboratory a Division oJJaworski Geotech,Inc. mi - �, :i: -i: _ .—_—.__—_ —_—_—.,w.,.--_ !$;.—_—_—•f'------ a ,fir h -- / J :a---- a �.--�F� - -- - - - -- _ -- — �+ a —--- -- -----» — —— — —— — — — — �� - A - - t' --------- 1 - ----- -----=tom-- - . --- - - ----- i--- - - - -- - --- = - 4 - 4-- .!i - i _. i. I � I Ij I 1 li ( •i li I I li j A Division of Eastern \�` A.-.-Materials l b Laboatory FIELD REPORT 000��o JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: partly cloudy, 60's Date: September 25, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services, Inc. excavated for the fifteen spread footings in the Garden Center. The excavation occurred in undisturbed material (very stiff gray brown Silt Clay with fine Sand layers). The areas were over excavated by 6-inches, and 6-inches of 3/4-inch crushed stone was placed. A compactive effort was applied using a Wacker plate compactor. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:Nt Date: 10/10/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. .� ;ONCRETE MASONRY, MORTAR, OR Eastern Materials GROUT COMPRESSIVE TEST SUMMARY Testing Project: Wal*Mart #2901 Project No. : 00362C A Division of North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores Supplier: mixed on site JAW IQ PLACEMENT DATA Date Cast: 10/2/00 Set No. :M 1 Test Specimen Type: Sample Width 2 .00 Length 2 .00 Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Prism Required Strength: 1800 psi Grout X Mortar . EMTL Technician: P. Lefebvre Mix Proportions: 2-92.6 lb bags of Type Quantity: n/a I/II Cement, 1-50 lb bag Slump: n/a of Lime and 40 shovels of Sand Truck No. : n/a Ticket No. : n/a Specimen Temperature: 64 degrees F Weather: overcast, 50 degrees F Total Location of Masonry Construction: Infilled existing door opens at G line at 2.2 and G line at 5.5. Set new doors on B line at 3 .4 and G line at 8.6 line. Location of Sample Origin: G line at 2 .2 line elevation 102 .00 Comments: Specimen No. M 1 A M 1 B M 1 C Date Cast 10/2/00 10/2/00 10/2/00 Date Tested 10/9/00 10/30/00 10/30/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.60 0.58 0.60 End Area (sq in) 4.00 4.00 4.00 ` Load (lbs) 9, 988 Stress (psi) 2,500 / / Reviewed By: -y�G��— Date: icy// '7( NVLAP LAB CODE#10315-0 TEST RESULTS DO [—] DO NOT The above reported test results were attained through CO WITH SPECIFICATIONS procedures performed in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172 C192 C231 C617 C1231. ❑ , L� A Division of Eastern _ Materials ZZ Testing Eastern Materials Testing Laboratory -V1 Laboratory a division of 0 VLAP #10315-0 JAWORSKI GEOTECH, INC. JAWORSHI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubContractor: DMC Concrete Corporation Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/2/00 Cylinder Set No. : C3 Time: 3 :35 Truck No. : 260 Class Concrete: 3,500 psi Ticket No. : 108513 Total Quantity 14 Batch Time: 2:48 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: 6 +/- 1.5°s Measured: 4.90 Location of Sample: Footing G-0.1 Slump Specified: 5.0" max Measured: 5.0" Total Location of Placement: Unit Weight: 140.34 lbs/cu./ft. Truck dock footings: G line from 8 ft. south Plastic Wt. : Cylinder Wt. : X of 0.9 to 0. 1, between E.2 and G along 0.1 and F line from 8 ft. south of 0.9 to 0. 1 Concrete Temperature: 68 degrees F Ambient Temp: clear, 65 degrees F Cylinder Size: 6 x 12 inches Date Retrieved: 10/3/00 End Area: 28 .27 sq in Method of Compression: neoprene caps BATCH TICKET INFORMATION (reduced to 1 cubic yard) Ceml 481.0 lbs./cu./yd Sand: 1300.0 lbs./cu./yd Types of Fracture Cem2 Fly Ash 88.0 lbs./cu./yd Water: 228.0 lbs./cu./yd a b C d e Cem 3 lbs./cu./yd Adl Air 3.5 oz/cu./yd f Agg 1 3/4"Gr 1800.0 lbs./cu./yd Ad2 220N 11.2 oz/cu./yd A LA/ gg 2 lbs./cu./yd Ad3 oz/cu./yd /A.\ Agg 3 lbs./cu./yd Ad4 oz/100 CWT Com Com aril Coat and Shur Columnar Sand Moisture: 5.0% Stone Moisture: n/a Split Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 3 A C 3 B C 3 C C 3 D Date Cast 10/2/00 10/2/00 10/2/00 10/2/00 Date Tested 10/9/00 10/30/00 10/30/00 11/27/00 Specimen Age ( 7 days) ( 28 days) ( 2 8 days) (56 days) Cyl.Weight (lbs. ) 27.54 27.54 27.22 27.52 Load (lbs. ) 72,872 Stress (psi) 2,580 Type of Fracture a Reviewed by. �� - Date: The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution maybe made. Sampling and testing were performed in general accordance with the followingASTMstandards: C 39,C 31, C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. A Division of Eastern - Materials Testing Eastern Materials Testing Laboratory Laboratory a division of 0 VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores Subcontractor: DMC Concrete Corporation Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/5/00 Cylinder Set No. : C5 Time: 10:40 Truck No. : 253 Class Concrete: 3, 000 psi no air Ticket No. : 108699 Total Quantity 32 Batch Time: 9:57 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: no air Measured: 1.8% Location of Sample: Slab on grade at column Slump Specified: 5 .0" max line B.5-10.7 Measured: 4 .0" Total Location of Placement: Unit Weight: 146.15 lbs/cu./ft. Slab on grade between B.2 and B.6 from 10.7 Plastic Wt. : Cylinder Wt. : X to 16.5 Concrete Temperature: 69 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: cloudy, 59 degrees F End Area: 28.27 sq in Date Retrieved: 10/7/00 Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml 426.0 lbs./cu./yd Sand: 1460.0 lbs./cu./yd Types of Fracture Cem2 Fly Ash 83.0 lbs./cu./yd Water: 219.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Adl 220N 10.0 oz/cu./yd Agg 1 3/4"Gr 1832.0 lbs./cu./yd Ad2 oz/cu./yd Agg 2 lbs./cu./yd Ad3 oz/cu./yd Agg 3 lbs./cu./yd Ad4 oz/100 CWT Coac Coat aid Gone aad shay Columau Sand Moisture: n/a Stone Moisture: n/a sd;t shat COMPRESSIVE STRENGTH DATA Cylinder ID C 5 A C 5 B C 5 C C 5 D Date Cast 10/5/00 10/5/00 10/5/00 10/5/00 Date Tested 10/12/00 11/2/00 11/2/00 11/30/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight(lbs. ) 28.68 28.88 28.80 28.90 Load (lbs. ) 72,088 Stress (psi) 2,550 Type of Fracture a Reviewed by: Date: The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. A Division of Eastern - M aterials _ Testing Laboratory Eastern Materials Testing Laboratory � a division of o0 VLAP #10315-01 JAWORSKI GEOTECH, INC. °�000 a a JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores Subcontractor: DMC Concrete Corporation Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/4/00 Cylinder Set No. : C4 Time: 2 :45 Truck No. : 253 Class Concrete: 3, 500 psi Ticket No. : 108662 Total Quantity 6 Batch Time: 1:57 Batch Quantity: 6 cy Air: Specified: 5 4% 1.5% Method of Placement: chute Measured: 5.4% Location of Sample: Garden Center pier east side 4th from south end Slump Specified: 5.0" max Measured: 5.0" Total Location of Placement: 15 piers in the Garden Center and pier at Unit Weight: 0.00 lbs/cu. G-0.1 in the truck deck Plastic Wt. : Cylinder Wt. :: X X Concrete Temperature: 70 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: cloudy, 67 degrees F End Area: 28.27 sq in Date Retrieved: Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml 482.0 lbs./cu./yd Sand: 1300.0 lbs./cu./yd Types of Fracture Cem2 Fly Ash 87.0 lbs./cu./yd Water: 226.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Ad[ Air 3.5 oz/cu./yd 1 t 1 Agg 1 3/4"Gr 1790.0 lbs./cu./yd Ad2 220N 11.3 oz/cu./yd ^ i Agg 2 lbs./cu./yd Ad3 oz/cu./yd Agg 3 lbs./cu./yd Ad4 oz/100 CWT Cone Conc wW Coat and Shur Columnar Sand Moisture: 4.5% Stone Moisture: n/a SoGt Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 4 A C 4 B C 4 C C 4 D Date Cast 10/4/00 10/4/00 10/4/00 10/4/00 Date Tested 10/11/00 11/1/00 11/1/00 11/29/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight (lbs. ) Load (lbs. ) 77,742 Stress (psi) 2,750 Type of Fracture a Reviewed by:,f'��k4 — Date: /UU The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division ofJaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. LETTER OF TRANSMITTAL A Division of Eastern Materials Testing Lab A Division of Jaworski Geotech, Inc. 114 Woodlawn Road �;` Off I•M& RSKI Berlin, CT 06037 GEO I CH, INC. (860) 829-1725 (860) 829-1745 Fax Pf OF Internet Address: http://www.jgi-geo.com",----��,-�- Date: October 18, 2000 Attention: Mr. Keith King Project: Wal*Mart Store #2901 Sent to: Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: Field work X Lab work Figures/Drawings _ Report Other: Copies Date Description 1 10/11, 10/12 Concrete Data Summary(Set No.: C-4, C-5) THESE ARE TRANSMITTED as checked below: Remarks: For approval For your use For review and comment COPY TO: Mr. Ken Beaudoin Tony Patilco Building Official Signed: l�?� FIELD SKETCH Project: Wal*Mart #2901 North Hampton Materials n — Testing Project No.: 00362C Date: 9 3C� - c>c� Laboratory a Division ofJaworski Geotech,Inc. LL t E I i li I I - - + t) j I li I I -2C iG -"ftUh c. q 1L�c�.SN &—L i —- - — --- - -' -- - - � -- tkie, J p _ - T� ---------- G - -- : -- -- - - - -_. - - - ---- - � a ------- ------ — — ------ o- ------- ---- i ii i i y i • � bb A Divisioi Eastern - Materials Testing Laboratory FIELD DENSITY TEST SUMMARY GEOTOC� Project: Wal*Mart Store#2901 Client: Wal*Mart Stores,Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 00362C Weather: clear, 70's Date: 9/30/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (Pei) (%) (pcf) (%) Compaction Compaction ......... .. ......... 9 Grease trap outside 410" C1029-00 122.5 9.2 117.5 9.3 93:;9:::::::::::::: 95 B line at 11.5 line north BFG side 10 Grease trap outside 310" C 1029-00 122.5 9.2 116.8 10.1 95 B line at 11.5 line south BFG side 11 Grease trap outside 2'0" C1029-00 122.5 9.2 118.3 10.0t?;C::` :::; 95 B line at 11.5 line north BFG side MATERIAL DESCRIPTION: C1029-00:Grayish brown C-F GRAVEL and C-F SAND,trace SILT NOTE: BFG-below finish grade e A Divisioi _ Eastern - Materials Testing SUMMARY FIELD DENSITY TES SUM _ Laboratory • °'° °W JAWORSKI GEOTECH, INC. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 003620 Weather: clear, 70's Date: 9/30/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JG1 Lab No. (PC) (%) (pcf) (%) Compaction Compaction 1 10'West of B line at 12.8 710" C1029-00 122.5 9.2 119.7 9.7 95 BFG 2 10'West of B line at 12.8 60" C1029-00 122.5 9.2 117.6 9.56;Q:::::::: 95 BFG 3 10'West of B line at 12.8 510" C 1029-00 122.5 9.2 121.6 10.1 X9;3::::::: 95 BFG 4 10'West of B line at 12.8 410" C 1029-00 122.5 9.2 119.3 9.3 ' :.97,4::: ': 95 BFG 5 10'West of B line at 12.8 3'0" C 1029-00 122.5 9.2 116.9 9.7 95:4:::::::: 95 BFG 6 10'West of B line at 12.8 210" C1029-00 122.5 9.2 119.4 8.9 97:5:::: ::: 95 BFG 7 10'West of B line at 12.8 110" C1029-00 122.5 9.2 120.6 10.2 98:4: 95 BFG 8 Grease trap outside 5'0" C 1029-00 122.5 9.2 118.7 8.8 96:4:::: 95 B line at 11.5 line east BFG side A Division of Eastern :; f - Materials Te - Labolratory FIELD REPORT 0000 JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clear, 70's Date: September 30, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services, Inc. was observed removing a grease interceptor that was installed in the wrong location. The grease trap was removed and the hole was backfilled with structural fill from Warner Brothers Pit. The material (grayish brown C-F Gravel and C-F Sand, trace Silt) was spread in 1-foot lifts and water was added. A compactive effort was applied to each lift using a heavy Wacker plate compactor. L&D Services, Inc. excavated outside B line at line 11.5 for the grease interceptor. Excavation occurred in undisturbed material (very stiff grayish/brown silty clay with fine sand layers). The area was over-excavated by 6-inches and 6-inches of 3/4-inch crushed stone was placed. A compactive effort was applied and the grease trap was set. Structural fill from Warner Brothers Pit (grayish/brown C-F Gravel and C-F Sand, trace Silt) was used to backfill the trench in 1-foot lifts. A compactive effort was applied to each lift using a heavy Wacker plat compactor. JGI Activities: Eleven field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre P s Reviewed by:_2_ Date: 10/17/00 :moo ate`, � '•I��.o�7`'e TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ° ARE NOT COMPLETE OR ARE NOT APPLICABLE `SB 1f1A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED ANI IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. FIELD SKETCH Project: Wal*Mart #2901 North Hampton Eastern _ Materials Testing Project No.: 00362C Date: 9 - 29 - oo Laboratory a Division ojJaworski Geotech, Inc. - - ---� � \ I - - I� Ij � I� I j '•' j $ I Ilk Y I II I f�ne f c��cs„n+�c.ti l; I Ij I I u { o 1. .i. A $ �--- -- - - -- - �__ _ YI ._ I - -- ------ -; - - -- - -- - - ;- - ------_ Y ------ t� I �2e `>F p e p --- — -- ------:�:-- �-=�- —•--�-:—--=«--- -- - �-• �0 2 cc+�ei t block ------- --- - i i f I li ty�.�y 2ei:�fc .,,�� sfeel aim Ij I I li j w H 'I II I I li I M M (J1-�1 M[1• A Division of Eastern Materials r ; - Testing - Laboratory FIELD REPORT o °0000ea0000 JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: partly cloudy, 50's Date: September 29, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services, Inc. excavated gray/brown C-F Gravel and C-F Sand, trace Silt for a plumbing trench along 13.3 line between lines 11 and 13 for the relocation of the snack bar. DMC Concrete Corp. was observed setting forms and tying reinforcing steel for footings in the truck dock area. Monarca Masonry was observed preparing the old compactor door to be blocked up with cement block on G line between lines 2 and 3 and to set a new door on B line between lines 3 and 4. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:N& Date: 10/17/00 No.22i�a , JF' TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NISTor NVLAP. Reports are relevant only to items tested and no other attribution maybe made. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY Testingls Gab oratory Project: Wal*Mart #2901 Project No. : 00362C A Division of North Hampton, MA Contractor: Konover Construction _ Client: Wal Mart Stores Supplier: mixed on site JAWORSKI GEOIFat INC. PLACEMENT DATA Date Cast: 10/10/00 Set No. :M 2 Test Specimen Type: Sample Width 2 .00 Length 2.00 Hollow Masonry Prism L/W Ratio: 1.00 :1 Grouted Masonry Prism Grout Required Strength: 1800 psi X .Mortar EMTL Technician: P. Lefebvre Mix Proportions: Quantity: n/a 2-92 .6 lb bags of Type I/II Cement, 1-50 lb bag Slump: n/a of Lime and 40 shovels of Sand Truck No. : n/a Ticket No. : n/a Specimen Temperature: 52 degrees F Weather: cloudy, 46 degrees F Total Location of Masonry Construction: G line between 0.1 and 0.9 elevation 94.66 to 100.0 and between F and G along 0.1 line elevation 94 .66 to 100.00 Location of Sample Origin: 0.1 line at F.5 elevation 96 Comments: Specimen No. M 2 A M 2 B M 2 C Date Cast 10/10/00 10/10/00 10/10/00 Date Tested 10/17/00 11/7/00 11/7/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.64 0.62 0.62 End Area (sq in) 10.56 10.56 10.56 Load (lbs) 10,797 Stress (psi) 1, 020 J Reviewed By: �j (� Date: /U/Z /�J NVLAP LAB CODE#10315-0 4 TEST ULTS 1 DO F] DO NOT The above reported test results were attained through CO PLY WITH SPECIFICATIONS procedures performed in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. i i i Eastern A Division of - Materials Testing Eastern Materials Testing Laboratory Laboratory a division oJ ° VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY CEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubContractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/13/00 Cylinder Set No. : C9 Time: 9:20 Truck No. : 262 Class Concrete: 4, 500 psi Ticket No. : 109081 Total Quantity 33 Batch Time: 8:48 Batch Quantity:' 11 cy Method of Placement: chute Air: Specified: not provided Measured: 6.2% Location of Sample: Sidewalk in front of Biglots 20 feet from north end. Slump Specified: 5.0" max Measured: 4 .75" Total Location of Placement: Sidewalks in front of Biglots from 17 line Unit Weight: 150.64 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X going north to end. Concrete Temperature: 72 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: partly cloudy, 53 degrees F End Area: 28.27 sq in Date Retrieved: Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to I cubic yard) Cem 1 662.0 lbs./cu./yd Sand: 1209.0 lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd Water: 231.0 lbs./cu./yd a b C d e Cem 3 lbs./cu./yd Ad 1 Air 4.0 oz/cu./yd I Fit I Agg 1 3/4"Tr 1823.0 lbs./cu./yd Ad2 Poz 20 65.0 oz/cu./yd ^ Agg 2 lbs./cu./yd Ad3 oz/cu./yd I Agg 3 lbs./cu./yd AN oz/100 CWT; Comic Cam aril Cow and Shcsr Columrur Sand Moisture: 4.5% Stone Moisture: n/a Split Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 9 A C 9 B C 9 C C 9 D Date Cast 10/13/00 10/13/00 10/13/00 10/13/00 Date Tested 10/20/00 11/10/00 11/10/00 12/8/00 Specimen Age ( 7 days) ( 28 days) ( 2 8 days) (56 days) Cyl.Weight (lbs. ) 29.56 29.40 29.54 29.45 Load (lbs. ) 115,880 Stress (psi) 4,100 Type of Fracture a Reviewed by: Date: lU/�c( jvcl The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution maybe made. Sampling and testing were performed in general accordance with the following ASTMstandards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. i i I I, i i i i i I I i i A Division of Eastern - Materials Testing Eastern Materials Testing Laboratory -V1 Laboratory a division of o VLAP#10315-0 JAWORSKI GEOTECH, INC. aooao a JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubContractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/12/00 Cylinder Set No. : C8 Time: 8 :30 Truck No. : 261 Class Concrete: 3, 000 psi no air Ticket No. : 108995 Total Quantity 40 Batch Time: 7:48 Batch Quantity: 11 cy Method of Placement: concrete buggy Air: Specified: air 1. Measured: 1.8% Location of Sample: Slab on grade at D.7-1.5 Slump Specified: 5.0" max Measured: 5 .0" Total Location of Placement: Slab on grade between D.5 and E.3 from 1 + 3 Unit Weight: 146. 97 lbs/cu./ft. lines and patches between E.4 and F.2 from 2 Plastic Wt. : Cylinder Wt. : X to 3 lines. Concrete Temperature: 60 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: clear, 48 degrees F End Area: 28.27 sq in Date Retrieved: Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 425.0 lbs./cu./yd Sand: 1463.0 lbs./cu./yd Types of Fracture Cem2 Fly Ash 78.0 lbs./cu./yd Water: 228.0 lbs./cu./yd a b C d e Cem 3 lbs./cu./yd Adl Poz 20 50.9 oz/cu./yd 2 f Agg 1 3/4" Gr 1829.0 lbs./cu./yd Ad2 oz/cu./yd / j Agg 2 lbs./cu./yd Ada oz/cu./yd Agg 3 lbs./cu./yd AN oz/100 CWT: ` / ` Coae Cons aid Cow and Shur Columnar Sand Moisture: n/a Stone Moisture: n/a spGi Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 8 A C 8 B C 8 C C 8 D Date Cast 10/12/00 10/12/00 10/12/00 10/12/00 Date Tested 10/21/00 11/9/00 11/9/00 12/7/00 Specimen Age ( 9 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight (lbs. ) 28.84 28.92 28.78 28.82 Load (lbs. ) 62,786 Stress (psi) 2,220 Type of Fracture a / Reviewed by: 1-1`2 61-1— Date: The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. A Division of Eastern - Materials Testing Eastern Materials Testing Laboratory Laboratory a division of o VLAP #10315-01 JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubContractor: DMC Concrete Corporation Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/9/00 Cylinder Set No. : C7 Time: 2 :30 Truck No. : 261 Class Concrete: 3, 500 psi Ticket No. : 108845 Total Quantity 21 Batch Time: 1:36 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: 6. 1.5 Measured: 5.1%1% °s Location of Sample: Wall F line at 0.7 line Slump Specified: 5.0" max Measured: 4.0" Total Location of Placement: Walls F line from 0.1 to 0.9, between E.2 Unit Weight: 141.36 lbs/cu./ft. and F and pier at G-0.9 spread footings Plastic Wt. : Cylinder Wt. : X E.3-1.7 and E.3-2.3 Concrete Temperature: 65 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: partly cloudy, 51 degrees F End Area: 28 .27 sq in Date Retrieved: 10/13/00 Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 480.0 lbs./cu./yd Sand: 1300.0 lbs./cu./yd Types of Fracture Cem2 Fly Ash 89.0 lbs./cu./yd Water: 226.0 lbs./cu./yd a b C d e Cem 3 lbs./cu./yd Ad 1 Air 3.5 oz/cu./yd It Agg 1 3/4"Gr 1804.0 lbs./cu./yd Ad2 220N 11.2 oz/cu./yd Agg 2 lbs./cu./yd Ad3 oz/cu./yd 'J'// Agg 3 lbs./cu./yd Ad4 oz/100 CWT: ` ` CoM Cone am CAM sad Shut Columnar Sand Moisture: 4.5% Stone Moisture: n/a Split Sha( COMPRESSIVE STRENGTH DATA Cylinder ID C 7 A C 7 B C 7 C C 7 D Date Cast 10/9/00 10/9/00 10/9/00 10/9/00 Date Tested 10/16/00 11/6/00 11/6/00 12/4/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight(lbs. ) 27.74 27.78 27.69 27.72 Load (lbs. ) 86,410 Stress (psi) 3, 060 Type of Fracture a Reviewed by: Date The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division ofJaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94, C 143,C 172,C 192,C 231,C 617,and C 1231. i i I i A Division of Eastern - Materials Testing Eastern Materials Testing Laboratory - Laboratory a division of ° VLAP#1 D315-01 JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores Subcontractor: Concrete Floors Co. Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 9/22/00 Cylinder Set No. : C1 Time: 3 :15 Truck No. : 267 Class Concrete: 3, 000 psi Ticket No. : 108121 Total Quantity 20 Batch Time: 2 :26 Batch Quantity: 11 cy Method of Placement: concrete buggy and chute Air: Specified: air 1. Measured: 1.9% Location of Sample: Slab on grade at F.3 at 8 Slump Specified: 5.0" max Measured: 3 .5" Total Location of Placement: Slab on grade areas cut out for plumbing Unit Weight: 147.0 . along F.3 from 6-10.7, between F.3 and C Plastic Wt. : Cylindder er W Wt t. :: X X along 10.7 line and C.7 from 9 to 10.7 Concrete Temperature: 76 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: cloudy, 68 degrees F End Area: 28.27 sq in Date Retrieved: 9/26/00 Method of Compression: neoprene caps BATCH TICKET INFORMATION (reduced to 1 cubic yard) Ceml 427.0 lbs./cu./yd Sand: 1467.0 lbs./cu./yd Types of Fracture Cem2 Fly Ash 81.0 lbs./cu./yd Water: 196.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Ad 1 220n 10.0 oz/cu./yd 1 t t A 1 3/4" Gr 1823.0 lbs./cu./yd Ad2 oz/cu./yd I j Agg 2 lbs./cu./yd Ad3 oz/cu./yd A )�\ / \ Agg 3 lbs./cu./yd Ado OZ/100 CWT Coat Coot aid Coat aad Spar Columnar Sand Moisture: 5.0% Stone Moisture: n/a sari Shan COMPRESSIVE STRENGTH DATA Cylinder ID C 1 A C 1 B C 1 C C 1 D Date Cast 9/22/00 9/22/00 9/22/00 9/22/00 Date Tested 9/29/00 10/20/00 10/20/00 11/17/00 Specimen Age ( 7 days) ( 28 days) ( 2 8 days) (56 days) Cyl.Weight (lbs. ) 28.86 28.70 28.74 28.88 Load (lbs. ) 57,348 86,328 92, 909 not Stress (psi) 2, 030 3,050 3,290 tested Type of Fracture a a a Reviewed by: f7�G�� Date: The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geolech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. r-LETTER OF TRANSMITTAL // Division of — Eastern Materials Testing Lab . A Division of Jaworski Geotech, Inc. e„o._00000e — 114 Woodlawn Road JAWORSKI Berlin, CT 06037 GEOTECH, INC. (860) 829-1725 (860) 829-1745 Fax Internet Address: http://www.jgi-geo.com Date: October 25, 2000 Attention: Mr. Keith King Project: Wal*Mart Store#2901 Sent to: Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville,AR 72716-0550 f I f s f sV' WE ARE SENDING YOU: X Field work Lab work r - 6 Figures/Drawings _ Report Other: k 1- Copies Date Description _ _ X40 RT e 1 10/16, 10/20, 10/21 Concrete Data Summary (Set No.: C-1, C-7 to C-9) 1 10/17 Mortar Compressive Test Summary (Set No.: M-2) 1 9/29, 9/30 Field Reports THESE ARE TRANSMITTED as checked below: Remarks: — For approval For your use For review and comment COPY TO: Mr. Ken Beaudoin Tony Patilco Building Official Signed: l b - FIELD SKETCH Project: Wal*Mart #2901 North Hampton Eastern Materials Testing Project No.: 0 0 3 6 2 0 Date: 9-Z2- - o o Laboratory a Division oJJaworski Geotech,Inc. E ----------------- ... I -- I ! � : : —------ — — — I I t � i � t C;- a -.-- --- - - 1 F - - - i -- 3 v L ; ------------ 9 �I i li i --------- — > 1 - - -- -;- - - ----- - d 4 It ..� ._. *� .I i i ii i i !i j A Division of Eastern = - - Materials Testing D REPORT FIELD- Laboratory 0 JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: cloudy, 60's Date: September 22, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services, Inc. began to excavate for footings in the vestibule between A and B line along 9.8 line and A line from 8.6 to 9.8. The excavation occurred in stiff grayish brown Silt/Clay some Sand. 6-inches of 3/4-inch crush stone was placed and a compactive effort was applied using a Wacker plate compactor. Concrete Floors Company drilled '/z-inch holes along the saw cut edges of the concrete for %2-inch by 2'0" long smooth dowels. The dowels were installed and 20-cubic yards of Construction Services 3,000 psi, no air, concrete mix was placed along F.3 line from 6 to 10.7, between F.3 and C along 10.7 line and C.7 line from 9 to 10.7. The concrete was transported using a concrete buggy and chute. JGI Activities: Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:2 M Date: 10/6/00 TEST RESULTS DO _ DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. � V fi '0 -- ---— ��U th N .� °y t: '* .T1�Yu�N I - :.."�' ►a ;o - tiff INUE '�J o J7"'._ lit 0 � �A tl •':F(,}il, •' Ndea r"r n n.n eeo,ay..d t f� I STORY CONCRETE BLOCK Q ' ) BUILDING z .. �.3 F► v+EaR It WAL*MART b KNOAL&ft •,�.rodl.• y WELL CL - SGR aECAA lira U. F.F.F.-15557 } 1 ? iifif F FF 700 of mwaR fx•" _ —_� R K' N r� l) t rAelL � Alt GURkn ., ./ /'4s .Y,l� �� N (:.�f�l `({i Kept SrY Llt{� Y tt 7 - t fir/ ttMli g At �AENt , ` d" j�/ M — i _ _ •t �� KWERLAY— �\ ! v ` WOSI[t Q3 -71 ,a UMBINO Q) 7 J A ev r e0 ck \ AV I DRIVE OIRrJVgI M � y-. > Awe)/e brit At1+dLV \ � ®kd 1N' u ,;r�� it tdlatR!etM)R AAdI hN!btw»6oirY!lOtf L ANe/AkwO. c tiJ r r i� no Inc ®k1M}nbiwYb y I�.lrr dlm r f(AlhULV C81,Gtn1(1�ALL lF UYWI Ills ReIIO.QI. \ v At) "ANO �({ � +�/aL1Aa r!et.0►.tr t) .\ �\ ti� s-• •;::� ,,:� o i�1t � U SITE BAT N SHOPPING GENtER BUILDING EA 137,328 S.F. \ n�+a�' All PAWINd WOO kEOUIRE) 453 M ` PARKINd"tPACES PPovIDED 453 PARkINd kAilo 3.33 \ �� U irt' 5.P. S es Re uired JIM P. \ / R �Se PAINT STRIPING LEI !k- 6,4.33 2 � i� ` +� �� l �w/s+•_e+of.�a can,"F/Fl n..15__�___ a r.tn n O to x CCL C�t1 o 11 Z fv 3 14- 1 U N GJ ' O O w a A Division of Eastern ` :. - Materials Testing Laboratory FIELD REPORT - JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEO ECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clear, 80's Date: September 20, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services excavated a 1-foot wide electrical conduit trench for site lighting north of the entrance of Route 5 and in front of Big Lots. The conduit was laid and beddeing in Sand. The trench was backfilled in 1-foot lifts using structural fill from Warner Brothers pit. The backfill material consisted of a gray brown C-F Gravel and C-F Sand, trace Silt. A compactive effort was applied to each lift using a Weber jumping jack. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by: Lf Date: 10/4/00 .o.22) ✓rrt`��.5 y. TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. I i i i L V ry O `fi tLe 'W Got~ .j V) O — w l.11 r nq! - bb i 1!-173-T�.: b r• .. . -- Imo ..1..�.. TF .' yy1. .,I eo.ae ,.d b wd exnwet II • }a .�A. I STORY CONCRETE BLOCK �' Z .•'�•,i�. ..�3 - BUILDING q .•i. WAL*MART •"w ��..+1'�,, .i wEna It _ WELL CL - SGR RElA1L t �iaµiK:.."r ai 1• ;.•!:'._'. +tro fl. t.�.E.. 1DD.11 Ty Yu.Mw..cf opal I :F w.nr roL..a. �•!(� ! ((v--1 ' 1[11 r R O� ewK•lk.x.. 1 1 a F•x t Cti CI nr rest';t S( ff r r�rr t t 1 Q 1 IT t' �1EME 7 t Cum a A s/ '� 1K CS` L L uat 3t 1,:'! k; ; r r� B .. i .,. � J RLAY- DcBPAVL.IIAr n ws>va ..DDIJICr 1B. c ' _ !� -.,•,P z 1-q _ _ __� ' fE'LL_LL'�,1.'BYBrcE f o 7GOC7 C0IICRErE WALk \ / T .a A AAN RB O CUMO ��Lt �—/ �t DRIVE 111RIXrG11 , CIII�rr+ OKRHArIO WFwd ®IIhx NBii OA�LLkf \ r 1 ILL a k it It+8!Itttb Ib It \ �\' _ ar. � •' v © �d( tw*k lot+AR MA WA%WiN b lW fu.wr M k Me P wtt. / '� s 1 'S 7 r eo ( i 8 a, 1�MLA!Et.stD LL NAVe+° r f IAIIHAtI cclkiLq 6ikl tl lAuan yr.-irtvmtc. \ •" 'Y _ r'r AB ANO 7A N (�l �d1Ak4 ltl WAL bat 0 It L 1 ( •;.�. 0 9 RiC-el` TL.2 _ ♦'IC 11g11Ce \ /IF 4- 811-E DAT ,.� r•g``r ' N sNopPlNd CENtER 1301LDI140 EA 137,328 S.F. PANklNo tPACt§ ttEgUIREU 453 �+ (f1 WK1Nd l,tv&t9 OROVI0E0 453 \ PAPONO kAtlo 3.33 m:dw.. �\y N• a i`1ha ed S.r. Svoces Required �\ ,.. OFta��S PAIR T�SIRIPP NG� I MI �1 Re all 6.43 3n2 /4,ti, ��\\ '� l`'<►� �wnl Dae mE2 muD i r.• R,in O z .o .o P-4 a A Division of Eastern ` . Materials z 'Testing - Laboratory FIELD REPORT o oaoo°oaoo JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clear, 70's Date: September 19, 2000 Purpose: To provide construction monitoring services to evaluate by observation and testing whether work generally conforms to project plans. Contractor Activities: L&D Services excavated a 1-foot wide trench for electrical conduit for site lighting in front of Big Lots. The conduit was bedded in sand and the trench was backfilled with structural fill from Warner Brothers Pit. The material was a grayish/brown C-F Gravel and C-F Sand, trace Silt. The material was spread in 1-foot lifts and a compactive effort was applied to each lift using a Weber Jumping Jack. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by: _ Date: 9/28/00 �`�tiaua°socsq�: f < , /ot,t1_ �Sy TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. >) U K,L''a U �''>Lc c\'J C3..+,v 1,'t 7cv Z �SeS r4 eti'\ f0 bb t.. li N -- �, 1. U +� O I �.Dt m _ .w U I I n,11 - tiD N1U ,-.1• -n- `I Q {.1 �l lW,rnb t• _ �— I 1�• 11). t\ y FMA FA �--- ) � no ' .�► f I A 'y '�•ti .�A L� I STORY CtNtCREIE BLOCK = Q BUILDING WEAR It WAL>4MART t7— ecllalledsl • WELL CL - SGR RETAIL L �u, lire U. FM,o�wq,Lymnead •'�•• ,..`!.•�. F.F.E.�15E.17 T-77 awl • = ( ARW114 F 9` .. L •t /, I l` l TfyF Cytv� C f �\ XtomEK R +:? t Yt�['.t A L tL �F,�G r � v !•ilirlL r1A11 tUrt9n` � ++f / lt} l'r�`ikM11(�t�M n(/r(�rrSr/?I� . r7 / N � + I�111 f' k FAEN1 lM bVERLAV-- 1 t� °ra"'d' ee�aKDlln. � RC _j �"� AIM LUR91N0 •••�::. �' \) > AB Dk L - 1 aj eu c / y. K •� � � •"' F�1 ` /1 ©� �AIIA OKRIIANO • �•,i'.., Y (A"Ii H h4ttlif L 1liilH 6uii All+Ik1 \ •":�;w / -- _ r .a+`/ v Q ®kaI ki aAN kl �I 6eNatR lot+uR AIf1l k.W3 etYafll t)n,++e 4ttMlk AM r1,t,M,t. ` `' $ ' { ° ; NO ICK (� (�*a i6gii i!IiAW dlrrr r t(A WALI i eok kR)l.Alt&*AR AM 0-M. �, \ - � �`'•i `�� t Atl ANa �F IdlAk ii M,4��t H A t-.'.. c,f c,, SltL bAT t= Nklay A sHoPPINd btNtER t3U uma EA 137,328 S.F. WkWo Wct§ oWumEb 453 _ PARRINd'toAtts baovtmu 453 SCR �o r� PARKINo PAW 3.33 a O tli trig ea S.r. Sppqes Required \ / �Fz�� S PAINT S iRIPING LEI 'SM/1'-4 t Mt,t mn LMt/1'M a* *• �\ j 9ir� orn/1'-e r vtLAOw xue we/t• �t 1tRtoll� 6.433 3 2 �� +A r. �+� fvaR/'-sunt.+,t sao 1-/sL• p z U � N O O a a, i Eastern A Division of - Materials Testing Laboratory FIELD DENSITY TEST SUMMARY a o�eo•eo°C�a� JAWORSKI GEOTECH.INC. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. North Hampton, MA Contractor: Konvover Construction Project No.: 00362C Weather: clear, 70's Date: 9/18/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pef) (%) (pcf) (%) Compaction Compaction ... . ...... ... ....... 1 20'East of storm MH-2 5'0" C 1029-00 122.5 9.2 118.2 10.3 96;5 95 BFG 2 20'East of storm MH-2 410" C 1029-00 122.5 9.2 119.8 9.9 97;8:: 95 BFG 3 20' East of storm MH-2 3'0" C 1029-00 122.5 9.2 117.6 9.6 :.::96'0 :.: 95 BFG 4 20'East of storm MH-2 210" C1029-00 122.5 9.2 120.4 9.9 9$;3: :::::: 95 BFG 5 20'East of storm MH-2 1'0" C 1029-00 122.5 9.2 119.4 9.4 97:5::: ::: 95 BFG MATERIAL DESCRIPTION: C1029-00: Grayish brown C-F GRAVEL and C-F SAND,trace SILT NOTE: BFG-below finish grade to A Division of Eastern `R �= 1 - Materials ; - Testing ratory FIELD REPORT Labo JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEO ECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clear, 70's Date: September 18, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services, Inc. excavated a 48-foot long trench for the 24-inch RCP between storm MH- 2 and storm MH-3 and for storm MH-3. The bottom of the trench was proofrolled and 6- inches of 3/4-inch crushed stone was placed. The pipe was laid and the trench was backfilled in 1-foot lifts using a structural fill from Warner Brothers pit. A compactive effort was applied to each lift using a Wacker plate compactor. H.M. Nunes and Sons Construction placed 10-cubic yards of Hatheway 3,500 psi concrete mix into curbs and islands in front of Pete's Tire Barn and Big Lots and at the north side of entrance of Route 5. JGI Activities: Five field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. •,sstst::::s: Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by: Date: 10/2/00 __ ' TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ��'. Flo. ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED '1�1r�,ss, IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. ' ---- bb y `tea woe' w u l r ury - ti6 N7UE It O � H 2 e.c:. o'tP HXCcivo,4 Jt "';{rt►i. awka rn.a,rta ved wn.nt •� �12ec'.t, r1-rc%u:cptc 2 'y A•� �t + 1 TORY CONCRETE BLOCK ^ _ ? Z '•�}L�. ' 3 BUILDING q .', WEAR li W/AL*M RT )tl, rY _ r� WELL CL — SGR RETAIL r Iirbwa l.iro U. uxr•road '��'•' .1 f.i.E.n 139.17 W I.�fa' '• -r��l .1w.w I...rnn.+ee eeo.r -- Y .i �. 1 y +f'�f }�t r F f i 9 00 E rs.ar•.x". — 3 R �{ ,j �}`SSA f AU � U :ddL l,ut N PIT MA mt 6VERLAY — —— C�' v l�HOLR. U ' • f _ y 6 H_—S ed PAMLLLLJ.1 @i16�E cE9vry n n c _ _ _ �i ccr+cRErc wALk-- vANp LY/R9MC �j J 1 a 7. L ORIVC RrRnucll ` 'ry�Vi•,-. — K �_ — -./,/ 7--h M� u sate butt UMJAt — _ t d ql 19 at 19 r�k wta>b 3 ` �r 90 bWmi t kti4k A1dl KAA e6 am br»d tomAu Ale PA.RWrt. •. r �.'S , <1 '+ 'ar +� A♦�f A"ubrittd U,tA.r bun r t(AO+Ikt i edR m)61k1 k IA. t Aw kr . \ \\ " '/- e �•�° 1_t.�i� ,M "AN 4�A, +(�kUM4 6f ark 6at1 6f 4- �+ 811-L DAT `A SNOPPINO ttNtER BUILDING EA 137,328 S.F. PARKING blJktt A OUIRW 453 m ` PARVlNd'Wtt8 ONOVIDED 453 PANkINd kAtlo 3.33 \ 4 i Ind ea S.E. sppqes Required `\ \� \ �op, � y PAINT�S«RI_ ING/LEG/L«I R4tom x,433 3 2 era/r _9amt Kuo»mug U C�i ortn .1 f—/fr•-mmr...It M.rR P4. Y 7 U �� O �O a a Eastern A Division of - Materials FIELD DENSITY TEST SUMMARY Testing Laboratory , JAWORSKI Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. GEOTECH.INC. North Hampton, MA Contractor: Konvover Construction Project No.: 00362C Weather: clear, 70's Date: 9/16/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pc0 (%) (pcf) (%) Compaction Compaction ... ................. I North side of grease 5'0" C1029-00 122.5 9.2 117.8 9.0 95 trap BFG 2 South side of grease 5'0" C 1029-00 122.5 9.2 116.9 8.8 95.4: 95 trap BFG 3 North side of grease 4'0" C1029-00 122.5 9.2 117.6 9.9 :96:;0::.:::::.:::::: 95 trap BFG 4 South side of grease 4'0" C 1029-00 122.5 9.2 118.7 10.2 95 trap BFG 5 North side of grease 3'0" C 1029-00 122.5 9.2 1 17.4 9.5 95::8::::::::::::::: 95 trap BFG 6 South side of grease 3'0" C1029-00 122.5 9.2 119.2 9.9 97:3::: :::: 95 trap BFG 7 North side of grease 2'0" C 1029-00 122.5 9.2 121.1 10.3 98;9: ::::::: 95 trap BFG 8 South side of grease 2'0" C 1029-00 122.5 9.2 117.8 8.9 96:,2: ::::: 95 trap BFG 9 North side of grease 110" C 1029-00 122.5 9.2 119.3 9.6 97::4:::::::: 95 trap BFG 10 South side of grease 110" C 1029-00 122.5 9.2 120.2 10.2 98::I:::;: ::; 95 trap BFG MATERIAL DESCRIPTION: C1029-00: Grayish brown C-F GRAVEL and C-F SAND, trace SILT NOTE: BFG - below finish grade A Division of Eastern =W Materials Testing S _ Laboratory FIELD REPORT JAWORSKI Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clear, 70's Date: September 16, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services excavated for a grease interceptor outside B line at line 11.5. 6-inches of 3/4- inch crushed stone was placed and consolidated before the tank was set. The tank was subsequently set and backfilled in 1-foot lifts with structural fill from Warner Brothers pit. Compactive effort were applied to each lift using a Wacker plate compactor. JGI Activities: Ten field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by: Date: 9/29/00 s``�` • `,,r r. r °• ',''. 1� 3 .� Jar' t(,ry•••• •` •h�V`,' TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. FIELD SKETCH Project: WaZ*Mart #2901 North Hampton Eastern Materials Testing Project No.: 00362C Date: y-i,� _�,�, Laboratory a Division ofJaworski Geotech, Inc. t IT- t I k i i. ' h; i � I �1 � I p -- -- --- - - ± - - � -- 1� # — -----i 1- r - -- -- - -- — - -- - «— ` ------ It + b i S j I; I I li j •I Ij I I I� j A Division of Eastern _ _ Materials Testing - Laboratory FIELD DENSITY TEST SUMMARY JAWORSKI GEOTECH.INC. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. North Hampton, MA Contractor: Konvover Construction Project No.: 00362C Weather: rain, 70's Date: 9/15/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) (%) (pen (%) Compaction Compaction 1 Plumbing trench B.7 410" C1029-00 122.5 9.2 120.1 10.7 $;Q::::::::::::::: 95 at 10.7 BFG 2 Plumbing trench B.7 3'0" C 1029-00 122.5 9.2 119.3 10.5 ;A: : ::::::: 95 at 10.7 BFG 3 Plumbing trench B.7 210" C 1029-00 122.5 9.2 120.6 10.7 9$ 95 at 10.7 BFG 4 Plumbing trench B.7 110" C 1029-00 122.5 9.2 118.7 9.9 95 at 10.7 BFG MATERIAL DESCRIPTION: C 1029-00: Grayish brown C-F GRAVEL and C-F SAND,trace SILT NOTE: BFG-below finish grade pow A Division of C`t Eastern - Materials - Testing Laboratory FIELD REPORT ° - JAWORSKI Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: rain, 70's Date: September 15, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services, Inc. was observed backfilling the plumbing trench between B and C line along 10.7 line. The trench was backfilled with structural fill from Warner Brothers Pit. The material was C-F Gravel and C-F Sand, trace Silt. The fill was spread in 1-foot lifts and a compactive effort was applied using a Wacker plate compactor. JGI Activities: Four field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre ,.�=` �•' �� ``'%• E- fti\• �.LS. Vii` Reviewed by: Date: 9/28/00 i� N .2y 13 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS •�,�ccs' •.., C ARE NOT COMPLETE OR ARE NOT APPLICABLE s1O 1; A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution maybe made. �I i �'� oG T4C.I7`Z 1W 0 :5 O f i .+,' r,/�9 ,.r. I .,-'•1+y� yQq„ - lw U l t r,n t - bB KID 1 .O d whof a ,of vvo � ';•{►{ +'fit ,e.e.'.�� '� - -' »1N-' l+ I tL, �_�. 1.7 b fad fxnw� II •'1 1 I SIORY CONCREIE BLOCK v°net°f• 2 ' 'a,}1• ' A BUILDING Q t WEAR It WAL*MART LN1K �:erial�Fvj�' Y. WELL CL - SGR 1� �ia.ciura ':ll.;.:;!•,' Afro 0. f.r.E..I59,17 REtAIt t r� C r'7w� R T Alf"AN N [� S' IIY11 MENt i' At1L a s/ r• ;;,(i�c: idc t �k n 9 — t F�duVr�L,J�o1,1i951A. t v _ , _ j e 1- _ .—S guilt .g y V �1` 011gJS7€i 1�o�1lS1UR A u°°view�i tiii r, el / ^�\• _ �- I � �r �_L°� / - 7 I V1 C 0- (^�( ONcPrtt WAIk F" �_Y ,• - � ' j V Ito CVPBMO ('�Y 8 CN sub 1� cd I own r � W ®IAtnl kdtl tlA�atf f2-C'A.a 7 CX.c Ca vc...T�O {1111- IJtb1kPo alok1 y;� f'GR SCW trQ __ r^T., V.ils IdY1.t Yk W15l 3 \ ��• •.. lr �i1 WbItA h,,' . Abdl 111+A bhkLAN b.,W fo,vAU A»bA*wY4. Akd&Aisle U WA Amr v f(A9NAU 116.iim*tMl tk Oittvi iue neumao. �� _ V ; S �,n•+ ' 1 .' � 1CK Atl HANO 1y�' IJ lU SHOPPINO CI_WO OUILUING A EA 137,328 S.F, Q PAOKINd WCCt INLOUIRf_b 453 WRlMO.SpACt9 PINOVIDED 453 _ r PANONO kAtlo 3.33 V � u' In . ed S.C. S es Required \� •" \ 0�� y� R PAINT SIRIPING LE' mar- 6,433 3 2 »/A -swat M91E Sao lMt t r M d• �\ t►'� 9rx//'-eater[tttAOw 9wo trHt A• n.d5_.._ �..__ ar,in n 4. �*\ is ss,ryf•-stmt rnt ern,.,Nt/:.• �atc�®f cL:UnC-r ae- z Q��c�rn�vl 1oiL Cu2b7 ' v O •O a a A Division of �► Eastern - Materials Testing FIELD DENSITY TEST SUMMARY - Laboratory • °'°°= °°-°% JAWORSKI GEOTECH.INC. Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. North Hampton, MA Contractor: Konvover Construction Project No.: 00362C Weather: partly cloudy, 70's D ate: 9/14/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) (%) (pcf) (%) Compaction Compaction .... ........... ..... 1 25' from Storm MH-2 4'0" C 1029-00 122.5 9.2 118.6 10.0 96;8:::::::::::::::: 95 BFG 2 25' from Storm MH-2 3'0" C1029-00 122.5 9.2 117.3 9.6 95:;8: ;:::::::_:: 95 BFG 3 25' from Storm MH-2 2'0" C 1029-00 122.5 9.2 119.6 10.3 97::6: ::::::: 95 BFG 4 25' from Storm MH-2 110" C 1029-00 122.5 9.2 116.9 8.9 45::4::::::::::::::: 95 BFG 5 20' east of B line at 10.7 4'0" C1029-00 122.5 9.2 117.8 10.0 96::z::::::::::.:::: 95 BFG 6 2V east of B line at 10.7 3'0" C1029-00 122.5 9.2 119.3 9.4 97:4:::::::: 95 BFG 7 20'east of B line at 10.7 2'0" C 1029-00 122.5 9.2 119.8 10.4 97:8: : 95 BFG 8 20'east of B line at 10.7 110" C 1029-00 122.5 9.2 117.4 9.7 95:;8:::::::: 95 BFG MATERIAL DESCRIPTION: C1029-00: Grayish brown C-F GRAVEL and C-F SAND,trace SILT NOTE: BFG -below finish grade Water was added. A Division of Eastern — Materials Testing Laboratory FIELD REPORT - JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEO ECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: partly cloudy, 70's Date: September 14, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services, Inc. excavated a 28-foot long trench for the 24-inch RCP and storm MH2. The RCP was located from MH2 going north. The trench was proofrolled and appeared to be stable. 6-inches of 3/4-inch crushed stone was placed under the pipe and half way up the sides. The trench was backfilled in 1-foot lifts of structural fill from Warner Brothers Pit (grayish/brown C-F Gravel and C-F Sand, trace Silt). A compactive effort was applied to each lift using a Wacker plate compactor. Water had to be added to the backfill material. L&D Services, Inc. excavated for sewer tie in inside and outside of B line at 10.7. Outside 6- inches of 3/4-inch crushed stone was placed under and over the pipe. Woven filter fabric was laid over the stone and the trench was backfilled in 1-foot lifts with structural fill from Warner Brothers Pit. A compactive effort was applied to each lift using a Wacker plate compactor. H.M. Nunes and Sons Construction placed 10-cubic yards of Hathaway 3,500-psi concrete mix for curbs on the north side of entrance at Route 5. JGI Activities: Eight field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Locations of today's project activities are illustrated on the attached Field Sketch. O Prepared by: P. Lefebvre "`O Reviewed by:2VAIW Date: 9/28/00 - 7: 3 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS d p'• 2 21 i S fir: ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED 'O IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. 7ZCU c� r =ffKCC%.��vjj Cti+ ,y O + W b �+ o V _.._. im1' p rd,19g0}.j_yyu►a ly ..' a j �o ob M7UE � I �I �� {�I'i 1y , `_ L Mu r+.n t!].lr� i_• ht Iwe— . Si'J '•�{/t 11J t roa a i•.W.`r ) 11>.1•t�� ... e. -MT I ��Il 'y �'ti .•, 1 I STORY CONCRETE BLOCK = BUILDING o.,..1..7 '.-.)'.. ••., '..± WEAR It WAL*•MAAT _ 1 O1leL1W -'�;erittfd:r ,.y. WELL CL - SGR �wwa' ntrnn. ,, F,f.E..158.11 Ctrl l«.i«"/ 4'! •'' u,w.�e�rm reo. ea.r %yd dhi — _,r t. fN R 'UNCAtrt' •yt" �fi: t f 1 , < 1 c [ t nLb uo / i "t ci'1t'Gf n('Si i j,t iti � � I�tr i � FAENt t nrafnl 1 dy �� r "$ C 1.' ��, . E'i i $t- {E'S.�S ' r -— ••r_ G Y bVERLAY rdAslldl x°Id U 7 °'{ L S V JON twttt wALk---- 4, _rr' _— A YaCK u 0 1 K •"- b - 8di11d ow,t u 0U4+ \ 1 F] W IAral Ilktl 6d�1t0i rry 12 C?cu C>`C 0.v u> / L d3 yfc M.r� \ wrt ualkl TG,2 i ;U rt PO id 5 C (D.du is k lr rtt wtb T>e : J wQ 6 _ �y r •i bw* llbddNR AFdA WA bbla»I dm»d set.4,Axe IA.1u . � � �, up- '�. R �" 5 . .9 i� � Oo C 8. �j Y , dt x O" f�f 4dr1A$b*0 dd*At dun r I IA§Nkf i Mwkm r-AU k u.w k.".A6e \ �\ - �"` �+.�.':Ev_',._ � ... W Itua p d Iditdd Y►kilo►nt Y C-0.A c:12 c c ` i "s �',- a T 4- 81TE DA t 4 � V 5HoPPI14o ftHtm bUIwlmG EA 137,328 S.F. \ ��t �c u PARkINO Wft§ htoUllltb 453 J PARklHd`tPAtt9 I POVIbEb 453 m OMNI) kAtlo 3.33 \ . Ci —t,1a r r. �\ k ' R ed S.�. S es Required ^"" "" �o PAINT STRIPING LET J a1 \\ a•d f(�0. M/r-4NOLt"Nor 9mv LOW �tlelall� rin 2 �h4 �\ L ywnl•_fe IL MfK fan Int/f1' O z.+ U U Q) � O �O � Q-I A Division of - Eastern - Materials ' - Testin g Laboa ory FIELD REPORT JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clear, 70's Date: September 13, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services excavated for a trench 24-feet long for the 24-inch RCP from existing CB-1 going south towards C13-2. The bottom of the trench was proofrolled using a Wacker plate compactor and appeared to be stable. The material was observed to be very stiff grayish brown Silt with fine Sand. 6-inches of/4-inch crushed stone was placed under and halfway up the sides of the pipe. Backfilling is scheduled to take place tomorrow. L&D Services excavated for light pole bases at the west side of the parking lot in front of the building. H.M. Nunes and Sons Construction placed 10-cubic yards of Hathaway 3,500 psi concrete mix in curbs at the north end of the parking lot west side. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by: Date: 9/29/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. ci C i+'td d0 ---- .�} 0 01. } ;Ip� �J ., " � eT titi N7UE ja —"-Q�2,'p•ZP•L. :1k u Yn a 303 •A�; •Y T L4•' sz- i.� t 1A. un,. • I VV 1IIN N�•C,� ,, :1�• .!�� tYeY.,x YY+bfm.Md HnHN 11 zg -M li'MMU�e,' ••r •� l!ti .• [ _ I STORY CONCREIE BLOCK Z '••A:y.�. 'i s BUILDING eun•Ye i- ��i YEAR n VI/AL>4MART Ilk b -.1��•� • y. WELL CL - SGR REIA,I ,. 1,,,�f.r. r.F.t.-MA I ,/�iV� :r�i f w .gym,. w.Hn•�e eso.e = ' 0, R •.1; ,t � 1 � ro- tf�2 r�� C F FF 909 yf ewacR ra.. ' xMQ t i•< , / {s c c 11LDNY0 NALt d)n9n. � �I 8 f �f,r(j[`if[ rt('�fS irr f[ rF3 1 N - yabl� �}p. � G,�S/ � c,.. �ri ��:stt� f'c•{'r i�Y '� r r •� �.� Q OVERLAY U •, !! ! -- � / r - L� + 9 5 1 V1 �I�olrncuu"'NO�k i .`i,.t.::. /y — v 1 4-• 3 ��EE Al r a A 3 OYGK 1f[A,XI(:N \ ry�1i'`h::• _ K e . - W �Ml 11MS OCRV,ANO \ 7 —~ — L yf jSTt Ad a rw•` i lbdl 4 k AR AA*00A WkLim b.44 M WAX *fAte M. °'!�. e I ,•S .i�,f `�i go O Q'9 AkA1 dbii•id AI rUW dun 1 I IAIH*t 1,61.kM Mki k IAna AM k..". AC NANO Q` 7t mi"ki k,4 bate1 f-j 2C<'.O f nct,�.kT, l ..-l� �� i y,�•, ^"1.'.;-,� C1 I, }Y / nn,, .1 t � c '��• i• ,v . C�G'�lF2r Cct_� IZGV\f✓i �\ 9 •. is � �.w d N SHOPPING ttmtm 13UILbING EA 137,328 s.r. 9 P'AMNO trkt§ ktdUmti) 453 PARkINd''.SpAct§ MovlGEO 453 S y3 pAItklNo IfAtlo �ea S.�. P3.33 es Required /\�� •" \ �p�a�i�5s PAINT�4«RIPwINIG LEI a '' \ �. / > '+•° �.�\\ ' ' / `Std• 9YnN•-esAYU YcueYYr r«,s uet,,: s,433 z ,ti.,. „wane•_,rK,..,.,�.H�r.,r.,.• OA a e o t, c�x.c,cA.va f i o:mot '�o R. 6 V tt 0 Z cxv�J. conenec�G rlucNte�E✓�r U V N N O a a , A Division of Eastern - Materials Testing 't - Laboratory FIELD REPORT e - JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: cloudy, 80's Date: September 12, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services, Inc. excavated for curbing at the north end of the parking lot west side. After excavation, the area was proofrolled using a Wacker plate compactor. The proofrolled area consisted of a grayish brown C-F Gravel and C-F Sand, trace Silt and appeared to be stable. L&D Services, Inc. finished backfilling the electrical trench on the east side of the parking lot. Structural fill was spread 1-foot lifts and a compactive effort was applied using a Weber jumping jack. H.M. Nunes and Sons Construction placed 10-cubic yards of Hathaway 3,500 psi concrete mix into curbs. A chute was also used to transport the concrete. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:2M Date: 9/19/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. 1. ryr C ti 4) :;j O Z 1 1 I' tt— i1/,f i�t� lee[w��.mid, •,. Nr. 7 IIt ` _ O :Aa1 Il'll F F, ' 1. W.T a,w a•.,e"w '� }•, .•t t 1 STORY CONCRETE BLOCk y Z .'•+.}/' r A BUILDING q i.. •.; WAL�MAAT D- _ .r_ A wEaa H 1 1 lFIlNlst �endl.rT" •.�. WELL CL - SGR netAK - �.awa 'i• tlro U. r.r.E..imil 6wn..aeoa. 6� F r ems C a-ne iai(" — yfi m"Is ra.,u :i x. pj�F! 1t11 FOR WR — Gy tv',},.. � T .:t ��f�r� t F tv. 000•„t; .�I,aarb.. jal 'R ,r 111��"��1l111 Md oK �.'.' 9 cSA / r t rJ hrf,:ej,ir "J rtr a •v :.'rrc:' N v tj ^� y Olt l i FIEN t t caner I A t� ,tr St Se ,t�ll�, F'I1 1 ;+ L (1 4Y Y trt..{ #Y • a — OVE LAY r d R ! [� L eYAeMI N+d u . 9 0- TAW C(NlCRE1E WAEk � � � / _� t• �e,�I sit a I r b - BAard OR nE�n�iraici L + Q © _ = — wC ®ItoludUA /Akat«I \ L '� 61b116 boil AMr,it.l _ rtr 41' y;. V.RL HkbFRi6FprktR rE �,�' - � zz �11 lHMtR 116NUR MdE hNd kwtlN 6at44 sot►,u Nir>A.lwn. ICK ©kkA1 ebi+fe W 1FAw brn r f(AfhUtl b c4.Qlkq M.AII k RARan i,b "�. \ \\' - 5 G.� `.i_ '�� l Ad ANo 8. P` d , SHOpPINO CENtER bUILbING EA 137,328 S.F. \ � u •�. pAi2KIN0 bpACES hEQUIREb 453s �R�X061 PAPkINd WCE9 ONOVIDED 453 S _ pAaklNd �Atlo 3,33 \ . �f ' tt R In' eu S.E. S es Re aired � "'""°”"` \ R��S PAINT STRIPING LEI 3 G �\ ".•+ a�' S%jr-9 t ORie!0.O tom/,•b }• iti oran'-°wruR rnAO•xR1°urR/t• ;. A � 6,4�� -3 2 � .� �/ �4� ��\ �� 5.� tvanl•_w�R«r2 san rra�t1• (A Rea aF�xcava +,o y.i foR c-a(Z6j w.,%d CO,u:,zefc°. N V- lX-C:4e.iN¢�'L+ L+ to a a A Division of �c� s _ Eastern - Materials Y . Te - Labolratory FIELD REPORT � =gyp oao o,o,��o do JAWORSKI Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clear, 80's Date: September 11, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services excavated a 12-inch wide trench for site lighting electrical conduits on the east side of the site in front of the store. The electrical conduit was bedded in Sand and the trench was backfilled with structural fill from Warner Brothers pit. The fill was spread into 1-foot lifts and a compactive effort was applied to each lift using a Weber jumping jack. H.M. Nunes and Sons Construction set forms for the curbs and placed 10-cubic yards of Hathaway 3,500-psi concrete into the formwork on the north end of the site. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by: Date: 9/19/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. FIELD SKETCH Project: Wal*Mart #2901 North Hampton Eastern Materials ProjectEm No.: 00362C Date: 9- 11 - 0o Testing Laboratory a Division ofJaworski Geotech, Inc. fit g� - ----- I a ai----- -- ----- -- --------- u 5 ------ -- — -- !' Pl _i_._._ ii I i a i •i ii i i !i i Eastern A Division of' - Materials Testing FIELD DENSITY TEST SUMMARY - Laboratory JAWORSKI GEOTECH, INC. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 00362C Weather: partly cloudy, 70's Date: 9/9/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGf Lab No. (pcf) (%) (pcQ (%) Compaction Compaction ........... ....... .. 1 Plumbing trench at 3'0" C 1029-00 122.5 9.2 116.8 8.9 95:3:::::::: 95 B.3-11.5 BFG 2 Plumbing trench at 210" C 1029-00 122.5 9.2 118.3 9.6 96:6:....... 95 B.3-13.5 BFG 3 Plumbing trench at 110" C 1029-00 122.5 9.2 117.8 10.0 96:2: :::::: 95 B.3-16 BFG 4 Plumbing trench at 2'0" C 1029-00 122.5 9.2 119.1 10.3 97 2: 95 B.3-11.5 BFG 5 Plumbing trench at 1'0" C 1029-00 122.5 9.2 118.9 10.1 97:1:::::::::::::::: 95 B.3-13.5 BFG 6 Plumbing trench at 11011 C 1029-00 122.5 9.2 120.1 10.3 95 B.3-11.5 BFG MATERIAL DESCRIPTION: C 1029-00: Grayish brown C-F GRAVEL and C-F SAND,trace SILT NOTE: BFG-below finish grade A Division of Eastern - - Materials - Labolratory FIELD REPORT o'0000�o 00 JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: partly cloudy, 70's Date: September 9, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services was observed backfilling a plumbing trench along B.3 line. The structural fill placed was from Warner Brothers pit (grayish brown C-F Gravel and C-F Sand, trace Silt). The fill was spread in 1-foot lifts. A compactive effort was applied using a Wacker plate compactor and a Weber jumping jack. It was observed by this writer that the concrete block below grade along the rear wall is rotted. The on site Konover representative was notified. JGI Activities: Six field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Locations of today's project activities are illustrated on the attached Field Sketch. �°a1b�S,t�•'rstOtr�a fir/S`�`01. Prepared by: P. Lefebvre ;�';��•°��°r�. ��C, Reviewed by: Date: 9/28/00 c -_ No.221 8 E��s4�° TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. o 4 , �LC) to bb XCca.YZ_.. N 0 }}1 LI\ ° ." '�°"° •- I, .a !t$Q'e:y� w ul l nn! - oti WtUE _i_� � � � .� OA �" .�BNiktll�yy� tom..1 �_ _`w.o> �� _ --.• Wii E"• � V r •� ,_ •t' ' `_ --� ...+ taxer � Y l O �y I • .I tRA b tnR Iml Mn.M II � :A �i. :r rtt,i, mwka tv n tRa eooA an..rt rt� '� �'ti .•A I� 1 STORY CONCRETE BL K ? 2 .•a.•}' ';! BUILDING �- q WAL*MART e•n WEAR 11 SBENl7lldtltSt �;toat}.� ,'t r. WELL CL - SGR a ►i a 0. ¢rnn �as'm•a+ea°`d + ;.'yf:'�. LFE..fSe.t) �ritil�"� { '• �a:arm can t S 1 W 6��aa r I t r».b, c Xbma A R ,"•c l � I I�r�i`+(r� � ,c c o 09 A m+wa w.. _ — XNgtEr[ r{f; A I i ! ,i r ci c (N� 1•rdrJl �t IIALt CURert i� ClA�1 terry �I/ `l IIAIi f'' kGE�AENt 1 V tI — nJ _ Y ' bVERLAY— "' ' ' Wall �� \ � \_ � 7Z / F �.a Alb CURaINO � • " / T� A -�-- - r sock CC oarot maalcl a` �I lNwllk fteKUR Akdl OA bbktm bn*4 tDE."Me 00". 'Y ':��• ` .:S? 1 7 r `i h �Itk 1 R a �, 1�kkAl ebwie U t11Aw ern. Y(Aih1At1 t t8liaital FALL At iAeut Ao ANO �1 kUAe,19 M,AL kof et vJ, 0 / ` SHoPPINO CENTER bUILDINO EA 137,328 S.F. L PANkINO bPACO ktbUIREb 453 PA RV1Nd.SPACES POOVIDED 453 i yj O PARkINO Of10 3.33 \ IiOW TIN r g 1t ' R Q iri" eti S.r. S es Required \` pFLa cis 3 PAINT STRIPING�LEII d�" \ 6.4.13 /*•e \\ l5t♦•'�' fw/w-�r.1m.Mn n %Et• 0 z a. a A Division of Eastern - Materials Testing - Laboratory FIELD DENSITY TEST SUMMARY e JAWORSKI GEUMCH, INC. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 00362C Weather: clear, 80's Date: 9/8/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (PC) (%) (pcf) (%) Compaction Compaction 1 30-feet west of SMH-2 5'0" C 1029-00 122.5 9.2 121.1 10.2 9$i9 :::.::: 95 BFG 2 30-feet west of SMH-2 410" C 1029-00 122.5 9.2 118.6 9.8 95 BFG 3 30-feet west of SMH-2 3'0" C1029-00 122.5 9.2 120.3 9.8 98;2 ::::_::::: 95 BFG 4 30-feet west of SMH-2 2'0" C1029-00 122.5 9.2 117.4 9.3 9S:$:: ::::: 95 BFG 5 30-feet west of SMH-2 1'0" C 1029-00 122.5 9.2 119.5 10.1 976 95 BFG MATERIAL DESCRIPTION: C1029-00: Grayish brown C-F GRAVEL and C-F SAND, trace SILT NOTE: BFG-below finish grade A Division of Fit F_-. .�:�� Eastern .: �-. - Materials `+i Testing FIELD REPORT ° - Laboratory �a JAWORSKI Project: WaI*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEO ECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clear, 80's Date: September 8, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services excavated for 60-feet of 6-inch PVC pipe for sewer from a new SMH-2 heading west. The bottom of the trench was proof rolled and 6-inches of 3/4-inch crushed stone was spread under and over the pipe. Woven filter fabric was laid over the stone. The trench was backfilled in 1-foot lifts using structural fill (grayish brown C-F Gravel, and C-F Sand, trace Silt) from Warner Brothers pit. A compactive effort was applied to each lift using a Wacker plate compactor. Water was added as needed to aid in the compaction of the soil. JGI Activities: Five field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by: Date: 9/22/00 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. � v t; 4A -� - --- O0 I ,,�\. . 'w ^e , ,•, ,.+.. I — ." �0 _ -w U I t be WIDE / � � 'n r� '�1M1 u-1: J. .•:, I �-- � —__ _ Norte x't �__J S9 .{e, I�r teair:i w'. T,1 .etL . R `'' �fifilfil �--� !,� Wt ,t s r ii ,y I STORY CONCRETE BLOCK 2 �;1 I BUILDING o•un„n+J -t— J r 4{ q {: WEAR 11 WAL*MART O klIIN1Kt: '�.eed .^ T, WELL CL - SGR ML, c t s C-,-, t I:••1 RETAIL ,m rw a LIro U. r.r.E. Iry"C N+•�`.w.m...e eexTeea S�We:2 N 1 nLabo t / S , } t r r.e (41• ,d i ;', 1 i I ;•TOOL NALb CURER �T }I 1 III/ MITE A�ENt k ' bvERLAY— •' , — u ' Q rr k« gyp. ' ' L ° — Y — S �uo cvrte atk T S e (L b A v R cK eu " a tr ++ 1 y.. K W F—I CJ '4 L - � (7n ,u. la r►r rcL,aw 3 '' ®I sI IH DIN 66JAlk libHUL MA k k)A bbt m b.,W scu.uE kO PAkuW. ` ,S- it :•..L �RICR S, 1 r f S ^ Q @ IkA!t6»Rid AI NAw ebTT. f(/YNAII 1 eol,oieTp MlNL R u«wT 0' ©lalAl a Atb bAT 4 N tf bl SITE UAT 4.- SNOPpINd CENtER 81JILbING -A EA 137,328 S.F. pARkINd trAtt§ itEOUIRE) 453 �df 9 R�X061 pmkmd"'to E§ pROVIbED 453 ed m PARklNb 000 3.33 \ � tm tTw,r ��\ej N• ' R Q u' iH' e+i S.E. S es Re uired �FZ��tFy PAINT STRIPING LEI Osm//'-smLt sort Tao t-4/V 0 D—"4*_omte l.ILLVR tR.n LW,�• r.tn n z± U V � N O �O a a Eastern A Division of - Materials Testing Laboratory FIELD DENSITY TEST SUMMARY JAWORSKI GEOTECH, INC. Project: WaI*Mart Store#2901 Client: Wal*Mart Stores,Inc. North Hampton, MA Contractor: Konvover Construction Project No.: 00362C Weather: clear,70's Date: 9/7/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JG1 Lab No. (pcf) (%) (pct) (%) Compaction Compaction ... . . .. . . .. . .... . ... 9 100-feet south of SMH-I I'0" C1029-00 122.5 9.2 117.8 9.9 96;2 95 BFG 10 175-feet south of SMH-I 1'0" C1029-00 122.5 9.2 118.6 9.8 96,8 95 BFG MATERIAL DESCRIPTION: C 1029-00: Grayish brown C-F GRAVEL and C-F SAND,trace SILT NOTE: BFG-below finish grade Water was added. Eastern A Division of - Materials Testing - Laboratory FIELD DENSITY TEST SUMMARY °- JAWORSKI GEOTECH.INC. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 00362C Weather: clear, 70's Date: 9/7/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) (%) (pci) (%) Compaction Compaction .. . .. ... . .. . .... ... . 1 100-feet south of SMH-1 5'0" C 1029-00 122.5 9.2 120.2 10.7 98;1 ::: 95 BFG 2 175-feet south of SMH-1 5'0" C1029-00 122.5 9.2 119.1 10.1 97:2 95 BFG 3 100-feet south of SMH-1 4'0" C 1029-00 122.5 9.2 117.6 9.7 96,0 95 BFG 4 175-feet south of SMH-1 4'0" C1029-00 122.5 9.2 116.9 9.7 95.4 ::: ::: 95 BFG 5 100-feet south of SMH-1 3'0" C1029-00 122.5 9.2 118.4 10.0 96,7:,'.:. BFG 6 175-feet south of SMH-1 310" C1029-00 122.5 9.2 118.6 8.9 96.9 95 BFG 7 100-feet south of SMH-1 2'0" C1029-00 122.5 9.2 119.3 9.9 97:4 : :: 95 BFG 8 175-feet south of SMH-I 2'0" C1029-00 122.5 9.2 120.3 10.3 98:2 95 BFG A Division of Eastern ` ' =_ - Materials t �; Testing FIELD REPORT - Laboratory oo�� JAWORSFJ Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clear, 70's Date: September 7, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services, Inc. excavated from 60-feet south of SMH-1 165-feet to SMH-2 for 6-inch PVC sewer line and for SMH-2. The trench bottom was proofrolled and appeared to be stable and 6-inches of 3/4-inch crushed stone was subsequently spread. The pipe was laid and 6-inches of stone was spread over the pipe. Woven filter fabric was placed over the stone and the trench was backfilled in 1-foot lifts. Grayish brown C-F Gravel and C-F Sand, trace Silt structural fill was used. A compactive effort was applied to each lift using a Wacker plate compactor. Lane Construction was observed paving the truck roadway from Wear It Well to Route 5. A 2-inch binder course was laid. A compactive effort was applied using a double drum vibratory roller. JGI Activities: Ten field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:2 W Date: 9/18/00 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. v C y p R�S1 EtD� v f ry �•1 L., y o J�1� V , i ,Ir c0 j fxx1 r � � T N1J.y1)r' yam• W eii� W .�;)', fp .,li i '--� �__ 1•oe IMU=� e�i alvr x� p ,,•• ,y fn yA I STORY CONCREIE BLOCK BUILDING _ I .1 WEAR It WAL*MART etl�LSdKt ,� rf) " y WELL CL — SCR RVAIL rle w�ai i: 6.Iro ft. i.f.E. ISR.1) fawx� ,t:y; LA 7 WR — G — 1� .y gt•Ar fC - ' N r l !wwA uAlf CURB IMIT MEW - ,,^�`�, Y bVERIAY' r V eMe0 Re.d U 1� ' " L , 8 H__S ° -� PA4tLL�tJ.811BK� Q3 - 2 I V -7- ZA T� Cr- CdICREll lIR WALk �/1 J Ally C81N0 4 t E�Jc7l' I 1 a Y� C cad I MIA a u ^ © llAke� OKRIVAl10 l\\\ ,!1f'.1'�• 1 _ _ -- —_ W ®►Aa1 udl! Il It R l \ \ L — yi j5{c V NL fd 1l rt 9N 1!A!1llle fk ��r - ' p r err f4iA kdk*f aA y Nk*k!Ibl111R ma KAA kftm be wl 4uMUx xd NflwlL. .ry , e •5 r 1 ICx 11� ®lkAr f hv#E W/AV kun r f 1AriuLf 1Lm Y,r!R lAfw ixo I ro tR. \ �\ — . G• AO Au0 yl !�f rdlAld.!N ftfA!bat k1 \ �, ��. L`.. '� O 9 � N SHOPPING CLNtER BUILDING EA 137,328 S.F. OAMNG WCLS NEOUIRED 453 _ rn PARklNd 1,Wet9 ONOVIDEO 453 , ,,�1. J PARINd NAtlo 3.33 / w ' R \\ St e ' ��gf5y PAINT STRIPING LEI 3 Q lad en S.r. S es Required \� ��, p�aL� \ SRSL/1 -410.0 M R!0.0 lME//'M 3 7_ \ + ��\ 9t1� —IMU9[reUOYRf x s Lx+C/1 /Ol � SN1/)/•-SMAI M)IE-q,11Me/)1' O f,In n z U a, w Eastern A Division o, - Materials Testing - Laboratory FIELD DENSITY TEST SUMMARY JAWORSKI GEOTECH.INC. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores,Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 00362C Weather: clear, 70's Date: 9/6/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation .IGI Lah No. (pcf) (%) (pen (°/) Compaction Compaction 1 30-feet south of SMH-1 6' C1029-00 122.5 9.2 118.3 10.16:f:: :::: 95 BFG 2 30-feet south of SMH-1 5' C1029-00 122.5 9.2 117.4 10.3 9S 8 95 BFG 3 30-feet south of SMH-1 4' C1029-00 122.5 9.2 119.6 10.6 97 6 95 BFG 4 30-feet south of SMH-1 3' C1029-00 122.5 9.2 116.9 9.3 95::4::_: 95 BFG 5 30-feet south of SMH-1 2' C1029-00 122.5 9.2 118.3 10.0 ::::: 95 BFG 6 30-feet south of SMH-1 1' C1029-00 122.5 9.2 118.9 10.3 97::1:::: 95 BFG MATERIAL DESCRIPTION: C1029-00: Grayish brown C-F GRAVEL and C-F SAND,trace SILT NOTE: BFG-below finish grade A Division of Eastern ` - Materials Te - Labolratory FIELD REPORT o 0000 �o� o� JAWORSKI Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clear, 70's Date: September 6, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services, Inc. excavated for SMH-1 and 60-feet of 6-inch PVC pipe. The bottom of the trench was proofrolled and the manhole was placed on 6-inches of 3/4-inch crushed stone. A compactive effort was applied to the stone. The pipe was laid with 6-inches of 3/4-inch stone above and below the pipe. Filter fabric was placed over the stone and the trench was backfilled in 1-foot lifts with structural 611 from Warner Brothers. A compactive effort was applied to each lift using a Wacker plate compactor. The structural fill was grayish brown C- F Gravel, C-F Sand,trace Silt. JGI Activities: Six field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:�W Date: 9/18/00 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. � v v to I Y^` ��/�.p .des r'"r r _ ..."�""�a ;o - �w U I r u n r - bti MME -tom / I `'1 wu4ter�.re°epi� to O It �' 1 STORY CONCRETE BLOCK err" l' �i BUILDING -4_ WAL*MART )4� w1;AR 11 Il lldtlK i ioefl ' V L l{i'�nM,�w�ri�e1� CL - SGR aEYAri •t t y.in il. qr.E..16e.11 ` 60 r-4I F C Y 1 . w �, 1 � I P r�ri'P tr•C+ r Y F o ba r �n we.. A� /KMb ••"i i S Yt�Y,�{o Z lY t l, Y i;t ti _ }iYi JL r1At1 tURB. G n1Al T mt t 'J eY'teddl weed U � r � "1 •"L w J ''^^ cceel.n"�oerluln. c r r,a ,r• =g — �ei�.L�`�K{ i v u�ernalawi rui ri el '. " / 7 CCdIEAEiE CURBING wAik � AIA t, 4c, ocu ®/Aro1 pdtl OAdptRi PI fL C,fff c X C L bom Wit IYwkt '�U(� i T I Ohl _ _ pL id Q 4 ybf UAii17b 3 'cJ('1 ! 1.r2 CTS s� Y �.. ®6oklpk letiNR. A&k)A k1YxYi1 b.40 9.AW Ae,1 N4,Al rt r •:s p "o '' 1 r A.a r\l �©ry IkA!o"blwk6 1!rtivr ebn. i(Arilkf 1 eol.yrtnl p�kl N fA.a,irto eevo�. .7_ �'^µ.. ,..� iL.Ab two a a laud.W k,Al itkl eY \ `\ d' Wl�!"" :� �-' 10 SITE DA t a '`'; '0A N SHOPPING ftNtER t3l-flu) i EA 137,328 S.F. Apt y PAIlklNa Wctt hPQUIREb 453 PARR INd.SPACt9 PROVIDED 453 PAI WHP kAt10 3.33 O Iri ... \ °\"\ . 10 " R en S.V. es Required g 'J' PAINT S RIPING LE I /� \ \ SirSt/1'-1RYLE MIME 10.10 lNE/1'M 6,4 � 3^2 / `�+1� �� St� enjrr-bm?"t«.rtm"1.LW O z U U O O a a A Division of Eastern - Materials Te - Labolratory FIELD REPORT no � ' JAWORSKI Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clear, 60's Date: September 5, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services, Inc. was observed removing the asphalt at the north end of the truck lane at Rt. 5. L&D began to excavate for sight lighting at the south end of the parking lot. The electrical conduit was bedded in Sand and the trench was backfilled in 1-foot lifts with structural fill from Warner Brothers pit. A compactive effort was applied using a Weber jumping jack. Lane Construction was observed fine grading the truck roadway from Wear it Wells to Rt. 5. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:XJR Date: 9/18/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution maybe made. FIELD SKETCH Project: Wal*Mart #2901 North Ham pton Eastern - Materials Project No.: 00362C Date: 9 -i Testing 00 Laboratory a Division ofJaworski Geotech, Inc. IT \� s� I --- - --._ - ±--- ---r-__ -- �: —— —— — — —— — — — — ------- — -------- rJ i ti - — - j —- -—— --- — — — -------- it! I N s- J 6€— ------ -- - :I _ --- - ff c I a • g� jj { I 1 Ij iI li I i is i a Eastern A Division of - Materials _ Testing - Laboratory FIELD DENSITY TEST SUMMARY JAWORSKI GEOTECH. INC. Project: The Home Depot Client: The Home Depot Lisbon, CT Contractor: Torrey Project No.: 00500C Weather: cloudy, 80's Date: 9/1/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) (%) (pct) (%) Compaction Compaction 1 Interior slab base finish C951-00 149.5 5.5 149.3 3.6 99:9 95 line C-2 grade 2 Interior slab base finish C951-00 149.5 5.5 142.3 3.5 9S.2: 95 line B-2 grade 3 Interior slab base finish C951-00 149.5 5.5 143.1 4.1 95,7 95 line D-4 grade 4 Interior slab base finish C951-00 149.5 5.5 144.0 4.3 96 3 95 line B-4 grade MATERIAL DESCRIPTION: C951-00: Gray C-F GRAVEL,some C-F SAND,trace SILT NOTE: A Division of Eastern - - Materials Testing 0 - Laboratory FIELD REPORT JAWORSKI Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clear, 80's Date: September 1, 2000 Purpose: To provide construction monitoring services to evaluate by observation and testing whether work generally conforms to project plans. Contractor Activities: L&D Services, Inc. was observed backfilling plumbing trenches along F.3 line between 6 and 10.7 line and between C and F.3 line along 10.7 line. Structural fill from Warner Brothers pit was placed in one-foot lifts. A compaetive effort was applied with a Wacker plate compactor. JGI Activities: Eight field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by: Date: TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. ci IV bb y O s�` i,P` /��.�' ..+. .."'�,- ieo _ ��t/ t•I!r n.rr - titi W1U --� / 1 T ..1 .. ... u».. , r.MJ..� r l l ^• !• nl b r .1 ae.+cld e.«e+ . ,.n • '1 !1 ( STORY CONCREIE BLOCK Q Z •:;.r>�1' .' y ., BUILDING WtAR If WAL*MART lEtllbflgr: �iear#.r 1" WELL CL - SGR a. U.l.f. RUM "a.M . F C a+s.rt re.A rm q. W Ltlot rr1..Y '•� f V Al rx .Mad+aued •'r: i fp, .. t�`Y '7(� ! PS c a�PrnlT l- � 7`!'.;,s%� N ,� ' l ) S•iACN. �t- NAIr curiae �1FF r 1 i \/ �, U _k111 GEAIEN f _ 4 e � t �` t �i.K. 4r is �i � 1! R•� «•'•••• 64ErtlAY al a - i t t�7■_— r J _ Q Elwe,roM Ie.d U i 7 t M U•~ �- d tl p_—S ! a - ._ •r' i' ° — __ - Cd4W a a"BIIISKE i P a`.1laare r. el •'•rt:`.� ` 'r. / � ' secant..r.a rm. �cRCcvRe rz wx+o Alk + "•LJ V r _ S '• e• �r 1• a Cd k '� r � d DRIK Al!°t1IR�JlrCV1 :,",1''• f. OKR/V 4- #Aftw win Wtof J 116111 fbii llh Ad A / L —, o GR.ql kl k!b Rtl uYtfR Ae 3 ` s�.?r,•: - - _ _ +' a Y ®ttAl Ali arN � J - _ �✓"'R ` �1 lbklklA WAR Aldl hall btdaM 611M sr..4k AW Ww... o- 040&.0 U*Aw eon r r1A hdtl 1 ad kM YIALL/t fA.an 1.Ia n,—, — Ad nrwo y �w SITE DAT �'; 3 _ �o )V SNOppINO btwim OUIL EA 137,328 S.F. \ c!A g c M 6,y 01No PAPkINd Sft§ hLbUIREb 453 aA�KINtt'.SpAc�S PNOVIOEI) 453 S pANWHO POO 3.33 •s�*. O � R en S.�. S es Required \` � Ft��e ' PAINT STRIPING LEI y.� elrfl/1'-lMCft MR2 Cale Uht/1•M r7(o11\ 6.433 ers/e•-east Know can L*4/r n..17___1..__ P pSn n ". 1,,•4- .• IaR/}I'..SMrfE«11214 Rllml o "thr te.5t ARIeC.i 04 �xc Z ��6't j i U U C1 !1) O O a a A Division of Eastern _ _ Materials Testing FIELD DENSITY TEST SUMMARY - Laboratory JAWORSKI GEOTECH,INC. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 00362C Weather: clear, 80's Date: 8/31/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pef) ("/o) (pef) (%) Compaction Compaction ... ... .............. .. . ..... ... ..... .... 1 See Field Sketch 7" C1036-00 137.5 6.5 132.6 6.7 96:4:::: :::: 95 BFG 2 See Field Sketch 7" C1036-00 137.5 6.5 133.8 6.8 91:3:::::::: 95 BFG 3 See Field Sketch 310" C1036-00 137.5 6.5 131.9 7.0 95:9::::::::::::: 95 BFG 4 See Field Sketch 210" C1036-00 137.5 6.5 131.7 6.6 95:8: :::::: 95 BFG 5 See Field Sketch 1'0" C1036-00 137.5 6.5 132.6 7.1 96:4 :::::::::: 95 BFG 6 See Field Sketch 7" C1036-00 137.5 6.5 133.3 7.0 95 BFG MATERIAL DESCRIPTION: C1036-00: Greyish brown C-F GRAVEL and C-F SAND, trace SILT NOTE: BFG-below finish grade A Division of Eastern - Materials �Testing Laboratory FIELD REPORT �Fj oog��a. JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clear, 80's Date: August 31, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services, Inc. excavated from 475-feet north of Wear It Well to Route 5 using a Caterpillar 960 loader. One section (50-feet from Route 5) had to be over excavated 3-feet because of wood timbers and wet material. The area was proofrolled and 11-inches of borrowed gravel fill was spread. A compactive effort was applied using a Caterpillar CS 563 vibratory roller. 4-inches of 3/4-inch process was spread and a compactive effort was applied. JGI Activities: Six field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:Nt 2R Date: 9/13/00 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent r endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. Lam. fi N O b.0 4-) 0 y _ w U I 1 - tili W1UE �t `�: _lf• 1 '�-� �._ _�� __W2'11107 'r 1 1L4 11 *MTT f le!b frm bet!.nowt II fi 11. �t 0lli!(, mlde,l+..rolrtrt eeoe°w..t — 1�5 1 r' t •y � ,.1 1� 1 STORY C()NCRE lE BLOCK Z .''•j•,L � BUILDING omw -+- O LAVAL*MART .1 WELL CL - SGR tl } Y!@K 1 *f y actuc r.r.E. �yapel�.�{�w i � `,t••� wee ea°e e°. 1 ,�? w — G y 1•,} f... i�t�f ys� f 1 t t4r"t - Cr��i.h�h hiS t/jlr� i 1 ] N v PIT ()VE LAY/'Y eMeilrN �r..d J,H41111 U / � , 5 M eoevtyisxn ` �y 1 1,r > — yt W 1. r1 I 1/��t CaHCRErE wAtk �I 1 � V A110 CVRBINO 11 i•�::. — `• Q •�' Cd .. orstvE nwalnl y 4i•'-• ,.K i _� -7Z — — a , /� ©k1 611d1d O�ERIIFIlO •._�;c�,.. �I � —k+ — {� ®Iltol uNH II,FtIWf \� L bill I AWlkf �i nt k&IN �aM {� T� t 1 Q FY lbA,NA llti4R Au 1 FAIR h"m1lanl Fm�+d frcruv,we M,iv�rl. \� '1:,;J,� r t� eonick 2 •S /' '1 nick 0' ©A"niwii a RUw o . 1 I t,6l 1 l k 11 Two l/orR.co. \ ._qty ��' �E Atl uuio !,�• 0 b� / 61 f7 WE V/11 i d 511opPINo t;tNtER bUILUiNO�Yt EA 137,378 s.r. \ f¢I�F• � �'� u '�• � � PAhkINO spAl hE(7UIREU 453 PARRINd''t AcL3 PROVIDED 453 PARINd hAtlo 3.33 °'°"' • � k R in' .. ea S.P, S es Required \y 4� PAINT STRIPING LEI a�. \ / M At0�� 6,4.3 3 2 �� ,y... �� St+' ern C/1'-eanRt ruio�xun UeIE//. '� � � � 11V/!1•_swua f.MIME Mel Illr/it z U U � N a a Eastern A Division of - Materials _ Testing Laboratory FIELD DENSITYIEST SUMMARY JAWORSKI GEOTECH, INC. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. North Hampton, MA Contractor: Konvover Construction Project No.: 00362C Weather: partly cloudy, 80's Date: 8/30/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Dens itv Content Percent Minimum No. Location Elevation JGI Lab No. (pct) (%) (pcf) (%) Compaction Compaction 1 See Field Sketch 7" C1036-00 137.5 6.5 131.8 6.9 $19:I ... 95 BFG 2 See Field Sketch 7" C1036-00 137.5 6.5 133.2 7.4 96 9 95 BFG MATERIAL DESCRIPTION: C1036-00: Greyish brown C-F GRAVEL and C-F SAND,trace SILT NOTE: BFG-below finish grade A Division of - Eastern F`= Materials - Testing - Laboratory FIELD REPORT o ov000aoo JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: partly cloudy, 80's Date: August 30, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services, Inc. excavated the truck roadway to 1'6" below finished grade from 350-feet from the corner of Wear it Well to 475-feet from Wear it Well in a northern direction. The area was proofrolled and 11-inches of gravel borrow was spread. A compactive effort was applied using a Caterpillar CS 563 vibratory roller. 4-inches of 3/4-inch process was spread and a compactive effort was applied. Density tests will be taken after fine grading is complete. JGI Activities: Two field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:Xo' Date: 9/18/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jawo ski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution maybe made. rn � 1510E 0 .--..41 aJ J > �I y R R 3 , alwt«..vA e IAt "':yrt},t. r,mArme�d»a 1 STORY COfJCREIE BLOCK ? j .t t 1 BUILDING '{- q WAL*MART WEAR It b 0Ef11dttfit ,.�.rwfl:. r�'J WELL CL - SGR atrnn. �rm rota •t•: '. !.i»t!. U.I IN•lY 'I� � �' .5. >��C��m edM OWII eow �./ ♦� - ,. ( it swr".w ,m Yr.r�wuat Baal - �)+ F C -rw ini•A W �I t4 - u.ss sawax. .Q P — • '� a{,.Q't: (' C F F 9 09 yq m,asK ra.•" - R. fiF� x AIDINOtt C t.• 113 ' )1 Igi, `T \J y inleK. ItALt ttn9n' .� ` a ,h� �}{y"�� iie>r#••r. Iti;� �Y `� t/ � � L V 3Y ' bVERLAY� + nlitcMl w.d •� — —— eela.>I�Dlttvun. I OL8EL9��ONIBSIB. c - r t.p r�real as..rws,r. — _ _ axw. nle.r r N Mira ei I ��V//1�� ,+,r•, �N C/ ro r ^ 7A 's a r L Lvlccnutrt AL k aw e n ¢b St ' I ' S td DMA PIROU t _ WC ®,AEI Nda IA kkwf L — _ t) IIOUI Aril IWlAIf / _ I' d.All M 1t 1t 48k I,tFb Ao E' 3 ( \ 'DU •. [ � — _ ..•_� — _ —. �v' . �. ®� A - t o eo ©OHIa4tA letiAR JAdI hA«►ema»1 bmlu!seenAUl lld/A,twtr, / � �: .� c 1 'S ,.j ,f r �+ Idt �� A 1w.. S �IAIAI eFMiitb AI It1h ilrn r +IAfhipl I ttlMrrt)41111 k lAwn IH""NbAD. / \ � - lrJ--•- 11 ryry iE krAt 4l N SHE DAT l•'7 1dlAhl SNOPPINO CENtER OOILO t EA 137,328 S.F. PARkINO t0ktt hEOUIREO 453 OARRINd"WICO ONOVIbEO 453 S yd PARWHO Oflo 3.33 ' PAINT STRIPING LEI Sppqes Required \ ^ \ s.r P "%/r-"at 1" t me snt/1'M aft � !� ?.M/i•-eau"eue+tan tm/r A4a� 6,413 2 ��+1C.,. �.�\ lst. ssa/1s -soar rn E aro r.a/1s 0 z U U N N a a A Division of Eastern - Materials Testing _ Laboratory FIELD DENSITY TEST SUMMARY • JAWORSKI GEOTECH,INC. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 00362C Weather: clear, 80's Date: 8/29/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (Pei) (%) (Pei) (%) Compaction Compaction 1 See Field Sketch 7" C1036-00 137.5 6.5 132.7 5.8 9f;5:::::::::: 95 BFG 2 See Field Sketch 7" C1036-00 137.5 6.5 131.8 6.1 X5;9:.::: ::::: 95 BFG MATERIAL DESCRIPTION: C1036-00: Greyish brown C-F GRAVEL and C-F SAND,trace SILT NOTE: BFG-below finish grade A Division of Eastern _ - Materials Testing _ Laboratory FIELD REPORT - JAWORSKI Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clear, 80's Date: August 29, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L & D Services, Inc. excavated down 1'6" in the truck road way from 250-feet from the corner of Wear It Well to 350-feet from the corner of Wear It Well using a Caterpillar 960 loader. The area as proofrolled using a Caterpillar CS 563 vibratory roller. 11-inches of gravel borrow was spread and a compactive effort was applied, followed by 4-inches of 3/4- inch processed and a compactive effort was applied with the use of the above referenced equipment. Density tests to be taken when fine grading. JGI Activities: Two field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:X W Date: 9/7/00 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. v 0 ~ td to >; q L4 / N w � N rte d ti6 151UE �J ++ ,n ojI 'ldu uu •. r � 1 -� �� N tmere nY W�H►� � o� t�T f�, :ftl"'I' '� — ---- ��rs=�"^`� `."OMin�o.�r�"..NIJ��,?• » y — ' :t f 1 STORY CONCRETE BLOCK z l f BUILDING q , VVAL MART eE lldt>lu: •��:eddl:. y WELL 4 CL — SGR RETAIL fax �'. ',•;J, �?�uard r� r i,i. .te•. ''rwn�.st4�eee, eawe I ya C�I �u.an.ecr eeae F' C a•.wn e..,o u .}, I } f Pif l'. ++rr • o C mww w.. — 1 now 'aKrttrt N C' tll,�l�I1 ADEN t t cuRee r f S/ �;Y;.; e c �,K'�;fir. . r;.' iii,�. U Q .— —— __�� ' IF.LL1.J. / >> ure.r ^3 IA NRBMO W FrcB•d I ®/Afw"d!i II.Fltuf (-�IkCo.w cE�n�w caxc«'i ti� k`\ f— K — � — � L p,p SyTc tJn' to to to tr to*L4 At Phu 0 >s 76 p' e ©lW a1R ltt1N1L Mdt k/H!Mva s 6eedd faww u a/td en. c 3 , ar rQ� @*Aaii. AI IGW Burr r f IAO-ILt t-k--)imi or IArwr i✓,o rwve.u. \ `�\ - "� ,�,hy_.. AtI tIANO yU � \ tic •q.L S�"�` s a SITE bAT \ ��. '��; ✓ ''.:•,�; NSHOPPING CLNtER bUILDINO EA 137,328 S.F. \ tr® PAPkINO WCO kLOUIRED 453 PAdkINd"toAcP9 PROVIDED 453 m PAPkINd RAtIO 3.33 © Irt ea 5.r. S es Required ^\�\ \ pR ett R PAINT STRIPING LEI ark / \ a.s/t AN0.E• c s w u c/E wt 8t0,T� 6.43 3 2 / , ��}+4 \� / LSt� j:,•_�.a n..r]_.._ a r.<n n O z U N N O �O a a A Division of Eastern - Materials Testing - Laboratory FIELD DENSITY TEST SUMMARY °°- JAWORSKI GEOTECH.INC. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 00362C Weather: clear, 70's Date: 8/28/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pci) (%) (pcf) (%) Compaction Compaction 1 See Field Sketch 7" C1036-00 137.5 6.5 130.8 5.9 95 BFG 2 See Field Sketch 7" C1036-00 137.5 6.5 131.6 6.2 X5;7::: :: 95 BFG 3 See Field Sketch 7" C 1036-00 137.5 6.5 131.3 5.8 95 BFG 4 See Field Sketch 7" C1036-00 137.5 6.5 133.0 6.1 95:?:::::::: 95 BFG MATERIAL DESCRIPTION: C 1036-00: Greyish brown C-F GRAVEL and C-F SAND,trace SILT NOTE: BFG-below finish grade A Division of Eastern - Materials Testing FIELD REPORT ° - Laboratory JAWORSKI Project: WaI*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clear, 70's Date: August 28, 2000 Purpose: To provide construction monitoring services to evaluate by observation and testing whether work generally conforms to project plans. Contractor Activities: L&D Services, Inc. excavated down 1'6" below finish grade along the truck roadway from the corner of the building at Wear It Well going northeast 250-feet using a Caterpillar 960 loader. The natural subgrade was proofrolled and appeared to be suitable for roadway support. 11-inches of gravel borrow was spread and a compactive effort was applied using a Caterpillar CS 563 vibratory roller. Following the placement of the gravel 4-inches of 3/4- inch process was spread and a compactive effort was applied. Density tests to be taken when fine grading. JGI Activities: Four field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:X �f Date: 9/7/00 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution maybe made. ti 1 1r1 � .� �it1 �,v!_----.— --_ ..' ;_—•--....e,r� !� �� t.l I I w,� „_tiH p , W�C'� � �1r �� s\� '1 • ��_.—__ �NM Y_—�a }1.I L1Y T��aro �V'.. 3� •�' 14 if fi.I'�I (bei s�, � J. nL� Y n.1'— (�t� ~ ��'�� bJ •� A•, ``f 1 I StORV CONCRETE BLOCK '� Z .3 Ai)• , 1 BUILDING q WAL*MART .�.., ��/,� NEAR 11 Ay wTY" WELL CIL — SGR OVA 1� �. nw,w w'Tr_ '1 t•r llyd fl. r.r.[..156.17 Lam'•� Ylrl M•�� F G �++. •..w — 11 n.., ...•,,... x �t ! {� . � � i rY cry 3i.` � r".°_ r ��"�1 •, r V };Or' ,,�;� M •r Of bVERUIY FN Ild �al d a /mo " jdlceErt wAlk 7— 7 r _ ®IAl,fl lt!►A IAd+d«I \\ ;c• '..V i 1 ! �'i L _ _ — •nr s 1flir` %khiM llM c( Ailfll tT1i n ` • "� (` A IdllaM!k4a AAdt WA t iW*699W f mOv AA 114wAf. \ til$":.'' AU Ab"Al aAW lot,t O#Ai 1 tWAj,but 1*u*d kw Hem. � � - 1 Ad ANO >,1 MW M MAIL b0l 10 tMoOlWd btWAR bUILblHo to 137,328 s.F. i f3AttltlNd �r�AC�g h�bUlR�b 453 M bA"RiNd'vAbb P"ovit)w 453 J �y pAhklNti. hAtl6 �.3J \ ��Illt a Q PAINT SIRIPING LLB �ttt rjri 5.�. S es Required '�- /� sm/r-Aewat'm9 tae tlhD/4,4? }i + �� ►. em/f•-bwad 1Nael1 teas u,e I t' �.�JJ f«e Rr-sx•[M•rt epe Irt/fl' 1 A Division of Eastern = Materials Testing FIELD REPORT �& _ Laboratory °°_°°°°°° JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. North Hampton, MA Contractor: L&D Services Project No.: 00362C Weather: clear, 80's Date: August 25, 2000 Purpose: To provide construction monitoring services to evaluate by observation testing whether work generally conforms to project plans. Contractor Activities: Upon this writer's arrival, L&D Services was continuing the installation of curbs in the parking lot area. L&D Services then excavated the heavy-duty truck lane down 18-inches, removing the on site clay material. Eleven inches of graded gravel borrow type B was then placed into the heavy-duty truck lane. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: S. Smigel Reviewed by:VW Date: 9/5/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. FIELD SKETCH Project: Wal*Mart #2901 North Hampton Eastern - Materials Testing Project No.: 0 0 3 6 2C Date: Laboratory a Division ojJaworsAf Geotech, Inc. M! - i 1 - + ------ -- � t. •---- s; f1 i li I 9 1 �• + I i ----- -- --- ; i Ii I I st n ------ - _ ----- d--- - - - - $ - - - - -- --- -- - --�i � I i I i 3tb� ;j I j I � j- i HAN I !! I 1 !j i i ij i � Oor A Division of Eastern - Materials Testing o c - Laboratory FIELD REPORT a �� JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. North Hampton, MA Contractor: Konover Construction Project No.: 00362C Weather: cloudy, 70's Date: August 23, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: Prior to this writer's arrival, an area of parking lot from the rear entrance to front entrance was reclaimed. This area was to be excavated down 18-inches BFG to remove unsuitable material (clay) for the high truck use area. L&D Services began excavating at the rear entrance removing 18-inches of material. Two samples of the trucked in material were taken to JGI for testing. No material was placed in the excavated area on this day. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: S. Akehurst Reviewed by:?ylf Date: 8/29/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE X NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. A Division of Eastern - Materials Testing Eastern Materials Testing Laboratory Laboratory a division of ° NVLAP#1 JAWORSKI GEOTECH, INC. ° JAWORSKI CONCRETE DATA SUMMARY CEOTECH,INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubContractor: DMC Concrete Corporation Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 9/27/00 Cylinder Set No. : C2 Time: 2 :30 Truck No. : 266 Class Concrete: 3, 500 psi Ticket No. : 108303 Total Quantity 8 Batch Time: 1:24 Batch Quantity: 8 cy Method of Placement: chute Air: Specified: 5 1.5% " Measured: 5.55%% Location of Sample: Spread footing Garden Center 3rd from south end east side Slump Specified: 5.0" max Measured: 4 .25" Total Location of Placement: Unit Weight: 146.66 lbs/cu./ft. 15 spread footings in the Garden Center Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 72 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: clear, 64 degrees F End Area: 28.27 sq in Date Retrieved: 9/29/00 Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml 491.0 lbs./cu./yd Sand: 1302.0 lbs./cu./yd Types of Fracture Cem2 Fly Ash 93.0 lbs./cu./yd Water: 218.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Adl Air 3.5 oz/cu./yd I Fit Agg 1 3/4"tr 1807.0 lbs./cu./yd Ad2 220n 11.4 oz/cu./yd X [A Agg 2 lbs./cu./yd Ad3 oz/cu./yd I I Agg 3 lbs./cu./yd Ado oz/100 CWT Core Conc aril Coac and Shur Columnar Sand Moisture: 5.0% Stone Moisture: n/a Split Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 2 A C 2 B C 2 C C 2 D Date Cast 9/27/00 9/27/00 9/27/00 9/27/00 Date Tested 10/4/00 10/25/00 10/25/00 11/22/00 Specimen Age ( 7 days) ( 28 days) ( 2 8 days) (56 days) Cyl.Weight(lbs. ) 28.78 28.68 28.65 28.79 Load (lbs. ) 86,220 Stress (psi) 3,050 Type of Fracture a / Reviewed by: �+r 61-1— Date: /U/ nt /CU The information stated on this report may not be reproduced except in its entirety(without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory- � - a division oJ ° NVLAP #1 JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY CEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores Subcontractor: Concrete Floors Co. Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 9/22/00 Cylinder Set No. : C1 Time: 3 :15 Truck No. : 267 Class Concrete: 3, 000 psi Ticket No. : 108121 Total Quantity 20 Batch Time: 2 :26 Batch Quantity: 11 cy Air: Specified: no air Method of Placement: concrete buggy and chute Measured: o Location of Sample: Slab on grade at F.3 at 8 Slump Specified: 5.0" max Measured: 3 .5" Total Location of Placement: Slab on grade areas cut out for plumbing Unit Weight: 147.07 lbs/cu./ft.plastic Wt. : Cylinder wt. : X along F.3 from 6-10.7, between F.3 and C along 10.7 line and C.7 from 9 to 10.7 Concrete Temperature: 76 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: cloudy, 68 degrees F End Area: 28.27 sq in Date Retrieved: 9/26/00 Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 427.0 lbs./cu./yd Sand: 1467.0 lbs./cu./yd Types of Fracture Cem2 Fly Ash 81.0 lbs./cu./yd Water: 196.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Adl 220n 10.0 oz/cu./yd t Agg 1 3/4"Gr 1823.0 lbs./cu.Jyd Ad2 oz/cu./yd Agg 2 Ibs./cu./yd Ada oz/cu./yd Agg 3 lbs./cu./yd Ado oz/100 CWT' Conc Coat aid Cone and Shur Columnar Sand Moisture: 5.0% Stone Moisture: n/a split Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 1 A C 1 B C 1 C C 1 D Date Cast 9/22/00 9/22/00 9/22/00 9/22/00 Date Tested 9/29/00 10/20/00 10/20/00 11/17/00 Specimen Age ( 7 days) ( 28 days) ( 2 8 days) (56 days) Cyl.Weight (lbs. ) 28.86 28.70 28.74 28.88 Load (lbs. ) 57,348 Stress (psi) 2,030 Type of Fracture a Reviewed by: yi 6/-f— Date: %U/L A The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution maybe made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 3/,C 94,C 143,C 172,C 191,C 131,C 617,and C 1231. MEN MEN NOMEMOM, ME MEN MEMMOMMIMMENME a ME MENEM MEE ME so ME MEMO MENEM Miamnow MENEM ME M ME 0 WEEM ME M MMOOMMUSIO NONE M No MEMEMEMMEM MOMIMEM MENEM N MRSEEMOME . am M OWN MEMO OMMEM MMO M Am MEMEM M MEMOMMON No • MENEENEEMEMEME M ME E LIM= MMONEMMME WINN 00 'Classification: Greyish brown C-F GRAVEL and C-F SAND trace SILT Modified Proctor, ASTIVI ■ 1557 Method C Point No. 1 1 2 1 3 4 5 7 8 9 Compacted Wt. 1 15.6 15.01 16.03 16.02 Wt.of Moid 6.14 6.14 6.14 6.14 -1.21 1.13 1.24 DRY DENSITY(initial) 120.1 PCIF OPTIMUM MOISTURE linitial) 9-7 % • 4718 CQRBECTION • OVERSIZE PARTICLES MAXIMUM DRY DENSITY 122.5 PCIF OPTIMUM MOISTURE 9-2 % Project: Walmart Project No.: 00362C Northampton, Mass ��Sampled from: Stockpile Remarks: Berlin, Connecticut 011,qUAWAVERIGICIEMPM GRAIN SIZE DISTRIBUTION TEST REPORT ASTM D-422 in in n 100 90 %Passh—M. 80 PassiV(Sand Pat.) ... specik4tw M� Speerkatm Ma*n 70 ........... W 60 Z 50 LU L) W 40 30 .... . .. .... 20 ... .. .... ... ......... 10 - .. ..... .. ...... .. . ...... % ......... 0 1000.000 100.000 10.000 1.000 0.100 0.010 0.001 GRAIN SIZE--mm %Cobbl;;�s %JG Gravel Med Fine Fines r40.2 .1 Silt Clay r v �1CO7 49.9 %Sand 75 11.5 0.0 26 Sa Classificat.on: Greyish brown C-F GRAVEL and C-F SAND trace SILT Sieve Size Sieve Size Cumulative % Passing %Passing Specification (mm.) (in./no.) Wt. Retnd (Tot.Sample) (Sand Port.) Minimum Maximum 203.200 8- 0.00 1000 100 100 125.000 51, 75.000 3" 0.00 100.0 70 100 57.000 2.25" 50.800 2" 38.100 1.5" 25.400 1" 19.050 3/4" 2.65 92.9 45 95 12.700 1/2" 9.525 3/8" 6.300 1/4" 4.43 88.1 4.750 #4 0.01 87.4 30 90 2.000 #10 0.13 79.3 25 80 1.000 #18 0.425 #40 0.58 48.8 10 so 0.250 #50 0.150 #100 1.02 19.0 0.075 #200 1.13 11.5 0 12 Total Dry Wt. 37.19 Split Wt. 1.30 Project: Walmart Project No.: 003620 Date: 8/31/00 lNorthampton, Mass Specification: structural Fill Lab No: C1029-00 Source: Warner Brothers Sampled from: Stockpile Eastern Materials Testing Laboratory Remarks: • Material meets structural fill spec. Berlin, Connecticut JNVLAP # 10315-0 i I, I PROCTOR TEST REPORT y- UT 144 144 a .{ "� . 142 140 " � y 136 d3 136 to 134 W p 132 gg 5 p 130 d. _. . 128 4 a a 71 7 126 a 124 122 a ✓ v k�'1 120 0.0 2.0 4.0 6.0 8.0 10.0 12.0 WATER CONTENT(%) o Gravel 67.3 1%Sand 23.8 °Oversized Stone(+3/4") 5.9 o Silt 8.9 Classification: Greyish brown C-F GRAVEL Some C-F SAND trace SILT Modified Proctor, ASTM D 1557 Method C Point No. 1 2 3 4 5 1 6 7 8 9 -Compacted Wt. 16.09 16.81 17.2 17.39 Wt.of Mold 6.14 6.14 6.14 6.14 Wt.Wet+Tare 1.35 1.55 1.76 1.80 Wt.Dr +Tare 1.31 1.48 1.67 1.65 IL Wt.Tare 0.21 0.20 0.33 0.20 Wet Density 132.7 142.3 1 147.5 1 150.0 Moisture 3.6 5.5 6.7 1 10.3 Dr Densit 128.0 134.9 1 138.2 1 135.9 MAXIMUM DRY DENSITY(initial) 139.0 PCF OPTIMUM MOISTURE(initial) 8.4% D 4718 CORRECTION FOR OVERSIZE PARTICLES MAXIMUM DRY DENSITY 140.3 PCF OPTIMUM MOISTURE 7.6% Project: Wal*Mart Project No.: 003620 I Date: 8/30/00 North Hampton, Mass Specification: MASSDOT M2.01.7 jLab No: C1030-00 Source: Lane Sand&Gravel Sampled from: Lane Pit Eastern Materials Testing Laboratory Remarks: Berlin, Connecticut JNVLAP # 10315-0 Sample does NOT meet gradation requirements(+3/4") GRAIN SIZE DISTRIBUTION TEST REPORT ASTM D-422 t e 0 0 0 0 0 0 0 0 0 100 0 lD N r- 9 m� o } 90 �-At—%Passing(Tat.Sam,.-, 80 « T, , _ t i h,�- � � �. mil—%Passing(Sand Port.) Specification Minimum Ow R! T-Vee . w ;:'. {r xx -r s.�a#°."id> Specification Maximum 70 a. z r. •' M { rK Ui Z 60 , - S v E *^ Z 50 r fi4 fi >- W A 3, W 40 30 20 y 9 N ? V' r, 1000.000 100.000 10.000 1.000 0.100 0.010 0.001 GRAIN SIZE--mm %Cobbles %Gravel Crs Med Fine o Fines 137.5 0.0 -37.5 Silt I Clay 0.0 67.3 %Sand 23.8 8.9 Classification: Greyish brown C-F GRAVEL Some C-F SAND trace SILT Sieve Size Sieve Size Cumulative %Passing %Passing Specification (mm.) (in./no.) Wt.Retnd (Tot.Sample)(Sand Port.) Minimum Maximum 203.200 8" 125.000 5" 90.000 3.5' 57.000 2.25" 50.800 2" 0.00 100.0 100 100 38.100 1.5" 0.00 100.0 70 100 25.400 1" 19.050 3/4" 2.42 94.1 50 85 12.700 112" 9.525 3/8" 6.300 1/4" 4.750 #4 27.76 32.7 30 55 2.000 #10 1.000 #18 0.425 #40 0.250 #50 0.84 11.9 8 24 0.150 #100 0.91 10.2 0.075 #200 0.96 8.9 3 10 Total Dry Wt. 41.27 Split Wt. 1.32 Project: Wal*Mart Project No.: 00362C Date: 8/30/00 North Hampton, Mass Specification: MASSDOT M2.01.7 Lab No: C1030-00 Source: Lane Sand&Gravel Sampled from: Lane Pit Eastern Materials Testing Laborator Remarks: Berlin, Connecticut JNVLAP # 10315-0 Sample does NOT meet gradation requirements(+3/4") PROCTOR TEST REPORT 144 142 140 LL 138 U EZ 136 z 130 z w Q 132 I } d' Q 130 � 128 126 124 122 L Ji 120 0.0 2.0 4.0 6.0 8.0 10.0 12.0 WATER CONTENT(%) [%Gravel 54.3 %Sand 42.2 %Oversized Stone(+314") 10.0 °�Sift 3.5 Classification: Greyish brown GF GRAVEL and GF SAND trace SILT Modified Proctor.ASTM D 1557 Method C Point No. 1 2 3 4 5 6 7 8 9 Compacted Wt. 16.52 17.03 16.92 16.97 M.of Mold 6.14 6.14 6.14 6.14 Wt.Wet+Tare 1.07 1.16 1.10 1.10 Wt.D +Tare 1.03 1.09 1.02 1.04 M.Tare 0.18 0.20 0.21 0.18 Wet Dens' 138.4#7.9 5.2 143.7 144.4 %Moisture 4.7 9.9 7.0 0 Densi 132.2 4.6 130.8 135.0 MMMUM DRY DENSITY frA4 135.0 PCF OPTIMUM MOISTURE(i" i Q% D 4718 CORR CTS FOR OVERSIZE PARTICLES MAXIMUM DRY DENSITY 137.5 PCF OPTIMUM MOISTURE % Project: Walmart Project No.: 003M Date: 8121/00 North Hampton, Mass Specification: MaDOT M1.03.0 lLabNo: C1036-00 Source:On Site Material Sampled from: On Site Material Eastem Materials Test rig Laboratory Remarks: Berlin,Conned out WLAP# 10315-0 RAIN SIZE DISTRIBUTION TEST REPORT ASTM D-422 pa N U) U) LO t- 100 - ..... .... ..... .. .... .. 90- saM. .......... . ... 80 sap specftmatiw ftalion marinarn .. .... .... 70 *.-,.,��. ......... ...............- UJ 60 Z Z 50 LLJ ...... U UJ 40 30 20 10 ....... ........ 0 1000.000 100.000 10.000 1.000 0.100 0.010 0.001 GRAIN SIZE--mm %Cobbles Crs Med Fine %Fines 32.0 52.5 15.6 Silt Clay 0.0 54.3 % Sand 42.2 3.5 Classification: Greyish brown C-F GRAVEL and C-F SAND trace SILT Sieve Size Sieve Size Cumulative %Passing % Passing Specification (mm.) (in./no.) Wt. Retnd (Tot.Sample) (Sand Port.) Minimum Maximum 203.200 8" 125.000 51' 90.000 3.5' 0.00 100.0 57.000 2.25" 50.800 2" 0.69 98.3 38.100 1.5" 1.26 96.9 25.400 11' 19.050 3/4" 4.11 90.0 12.700 1/2" 8.56 79.3 50 85 9.525 3/8" 6.300 1/4" 4.750 #4 22.42 45.7 40 76 2.000 #10 0.39 32.2 1.000 #18 0.425 #40 1.03 10.0 0.250 #50 1.10 7.6 8 28 0.150 #100 1.18 4.8 0.075 #200 1.22 3.5 0 12 Total Dry Wt. 41.27 Split Wt. 1.32 Project: Walmart Project No.: 00362C Date: 8/21/00 lNorth Hampton, Mass Specification: MaDOT M1.03.0 Lab No: C1036-00 Source: On Site Material Sampled from: On Site Material Eastern Materials Testing Laboratory Remarks: Berlin, Connecticut [NVLAP # 10315-0 GRAIN SIZE DISTRIBUTION TEST REPORT ASTM D-422 W) Lo Lo "U 100 - ..... ............ 90 sYq 80 - speakafim Miwrsrn Spe&cow Marimum 70 w LU 60 K LL- 50 ELI W 40 30 20 10 0 1000.000 100.000 10.000 1.000 0.100 0.010 0.001 GRAIN SIZE--mm %Cobbles - %_�Gavel� Crs Med Fine %Fines 32.0 52.5 15.6 Silt Clay 0.0 54.3 %Sand 42.2 3.5 Classification. Greyish brown C-F GRAVEL and C-F SAND trace SILT Sieve Size Sieve Size Cumulative % Passing % Passing Specification (mm.) (in./no.) Wt. Retnd (Tot.Sample) (Sand Port.) Minimum Maximum 203.200 8" 125.000 5" 90.000 3.5' 0.00 100.0 57.000 2.25" 50.800 2" 0.00 100.0 100 100 38.100 1.5" 1.26 96.9 70 100 25.400 1" 19.050 3/4" 4.11 90.0 50 85 12.700 1/2" 8.56 79.3 9.525 3/8" 6.300 1/4" 4.750 #4 22.42 45.7 30 55 2.000 #10 0.39 32.2 1.000 #18 0.425 #40 1.03 10.0 0.250 #50 1.10 7.6 8 24 0.150 #100 1.18 4.8 0.075 #200 1.22 3.5 3 10 Total Dry Wt. 41.27 Split Wt. 1.32 Project: Walmart Project No.: 00362C Date: 8121100 lNorth Hampton, Mass Specification: MaDOT M2.01.7 1Lab NO: C1036-00 Source: On Site Material Sampled from: On Site Material Eastern Materials Testing Laboratory Remarks: Berlin, Connecticut JNVLAP # 10315-0 lf� 3 LETTER OF TRANSMITTAL A Division Of Eastern Materials Testing Lab b A Division of Jaworski Geotech, Inc. 1 114 Woodlawn Road m ;' JAWURSKI Berlin, CT 06037 L V 2 O 2M GOEPTECH, INC. (860) 829-1725 (860) 829-1745 Fax Internet Address: http://www.jgi-geo.c' Ar OF Date: October 13, 2000 Attention: Mr. Keith King Project: Wal*Mart Store#2901 Sent to: Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: X Field work X Lab work _ Figures/Drawings _ Report Other: Copies Date Description 1 8/23, 25, 28-31 Field Reports 1 9/1, 5-9, 11-16 Field Reports 1 9/18-20, 22 Field Reports 1 8/21, 8/30, 8/31 Lab Resutls C1036-00, C1030-00, C1029-00 1 9/29, 10/4 Concrete Data Summary(Set No.: C-1, C-2) THESE ARE TRANSMITTED as checked below: Remarks: — For approval X For your use For review and comment COPY TO: Mr. Ken Beaudoin Tony Patilco Building Official Signed: I ? LETTER OF TRANSMITTAL /ff— A Division °f — Eastern Materials Testing Lab — A Division of Jaworski Geotech, Inc. o �o�oeo e 114 Woodlawn Road ±`' WORSKI 10 a Ga �� CH, INC. Berlin, CT 06037 H ;i (860) 829-1725 (860) 829-1745 Fax Internet Address: http://www.jgi-geo.co ( 5 20Q "JU CrpT_OF BUiC';�G tNS-6^ Date: November 13, 2000 Attention: Mr. Ketttr „ ; 1 Project: Wal*Mart Store #2901 Sent to: Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: X Field work Lab work _ Figures/Drawings _ Report Other: Copies Date Description 1 10/11, 10/19, 10/21 Field Reports THESE ARE TRANSMITTED as checked below: Remarks: — For approval X For your use For review and comment COPY TO: Mr. Ken Beaudoin Tony Patilco Building Official Mr. Doug Hurley Ms. Carrie Johnson Signed: lT FIELD SKETCH 1project: Wal*Mart #2901 , North Hampton Eastern Materials Testing Project No.: 00362C Date: Laboratory i=AEP E4, ^ A Division of Eastern s - Materials Testing Laboratory FIELD DENSITY TEST SUMMARY . •••�= ••.•: JAWORSK] GEOTECH.INC Project: Wal*Mart Store#2901 Client: Wal*Mart Stores,Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 00362C Weather: Clear 70's Date: 10/21/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) (%) (pcf) (%) Compaction Compaction .................... 1 Truck dock north side Finish C1030-00 146.0 7.6 139.7 6.0 95:;7::::::::::::::: 95 Subgrade 2 Truck dock south side Finish C1030-00 146.0 7.6 140.4 6.3 96Z 95 Subgrade 3 15'Northwest of CB 4 2' C 1029-00 122.5 9.2 117.6 9.0 95 BFG 4 15'Northwest of CB 4 it C1029-00 122.5 9.2 119.4 8.8 97;5;::::::: 95 BFG MATERIAL DESCRIPTION: Grayish brown C-F GRAVEL and C-F SAND,trace SILT NOTE: 1 1/2-inch stone was added to the process lab#C1030-00. Stone correcton chart was used for proctor. BFG-below finish grade )Q�✓( � A Division of Eastern - Materials T _ Testing FIELD REPORT ' Laboratory ,000e o _oo JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Project No.: 00362C Weather: Clear 70's Date: October 21, 2000 Purpose: To review concrete construction, fabricate specimens for strength testing, and observe placement of reinforcing steel. Contractor Activities: L & D Services Inc., excavated for 30-feet of 12-inch PVC.pipe from grate #5 in the truck dock to CB-4. The pipe was laid and the trench was backfilled using structural fill (grayish Brown C-F gravel and C-F Sand, trace silt) from Warner Brothers pit. The fill was spread in 1-foot lifts. A compactive effort was applied to each lift using a heavy Wacker plate compactor. L and D excavated down to subgrade in the truck dock area. Excavation was in undisturbed material (very stiff grayish brown silty clay). The area was proof rolled using a Bomag vibratory roller and appeared to be stable. 9 to 12 inches of a process (gray brown C-F gravel and C-F sand, trace silt) was spread and a compactive effort was applied using a Bomag vibratory roller. JGI Activities: Four field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:�W_ Date: 11/10/00 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworsla Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. FIELD SKETCH Project: Wal*Mart #2901 , North Hampton Eastern Materials Testing Project No.: 00362C Date:-/o - i 9 oo Laboratory a Division ofJaworski Geotech, Inc. ------------- :T_ -17 ------- -------T7, 17 Cf' ------ ------ it _421 --------- - _------------ pf cu- covIc R�4 e. o-1. fO F_ Fe'O f 10, 1L .1 i fl l� i ii i WWI. i I i i i i i i i. i gig: Rf ed d at 1 t, Lrl—1 •� ► �, � �� d� �� 1. \ �-° �� 1 StORV COMPElt BLOCK BOROtNG O a LAVAL*MART NEAR It CL — SGR - .rre wY r:�1 t. .'•. 11»!J. L✓ il eEtNL lltt 1�•��.. 1 �'.,j W �` .y't,K�n¢M+ .et Mnt ee+w tkl/� ..E C �.o" u•w lJ ;4 j 'ONd+ttt' •41 1 � 1 T 1 1:"1ry 1LI"i, �' •'?}'� �i i ' Pr ! ,c r a. s} it i — N e — r} L»,. it P- A MUlt C'"'' ! -rkeetckll w+a rrp��,� � i , ({� '�c. M� ._L j.l�"{I ,. --•-r. �9_ _ �I� _s yy/�r�•)��i J 1 dNt�161A �•��;, `iS a7-. l� rT a / ,Ra MI-t n , T� 0 i.41 wrk . 1 �7 7Z ;r; t $ eMV[ IWQipI �i•� /� _h i N n�lu Letr lYl!!w►llib '�' :.:;.r _ n Q11,111(.= � '•• .., . "' ��r+ t6[ a 6BIwRR Ik 4 Dwt km kYa w 6.*oftN AW W m1. " •* c ;4' UW Mn.r ufhUtll rflrl[rq►,lu AL I.Ifwt be 1Rnwm. IWO 1 !�! IdU1d ma eul it �� V ;-''- t;..�~rin a 511-L bA d v �~ :'r SNOppINd UNtEh NUILbINv'A EA 137,328 S.F. sI� r PANNd Wkt§ kEilWRO 453 Cn HAttItlNif'`SNAo�g 4oVlbEtl 453 PAPON0 Milo 3,33 Y• R D In d he uired ^"'"° +� �O`�a gy PAINT 51RIPING LL, Etta a 6 J3 ea / -10.t M faA / 2 erx/r, w ,w A .. t�.. ,.d• mtA/'-srnS r,R Metut err w . . a A Division of Eastern Materials r - Testing FIELD REPORT - Laboratory eoo_da�o JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Project No.: 00362C Weather: Partly Cloudy 60's Date: October 19, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: Monarca Masonry laid 8-inch cement block along line F between lines 0.1 and 0.9, elevation 104.0 to 113.34 and 12-inch cement block between lines E.5 and F along line 0.9, elevation to 104.0 to 113.34. DMC Concrete Corporation placed 25-cubic yards of Construction Service 3,500 psi concrete mix into footings on 6-inches of 3/4 inch crushed stone along line A.9 between lines 7.7 and 10.3, line A between lines 8.2 and 8.8, between A and A.9 along line 9 and spread footing at lines A- 7.7. The concrete was transported using a chute. The concrete was mechanically vibrated upon placement. Concrete Floors Company placed 70-cubic yards of Construction Service 4,500 psi concrete mix on gray/brown C-F Gravel and C-F Sand, trace silt for slab on grade in the southwest portion of the garden center. The concrete was transported using a chute. L& D Services was observed excavating down to subgrade on the south end of the truck dock. JGI Activities: Reinforcing steel was reviewed prior to today's concrete placement. The steel was observed to be placed in general accordance with project drawings (R01). Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:7W_ Date: 11/9/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. FIELD SKETCH Project: Wal*Mart #2901 , North HamDton Eastern Materials Testing Project No.: 00362C Date- Laboratory pill 11'to A Division of Eastern - Materials Testing _ Laboratory °'- FIELD DENSITY TEST SUMMARY JAWORSKI GEOTECH.INC. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores Northampton,MA Contractor: Konover Construction Project No.: 00362C Weather: partly cloudy, 50's Date: 10/11/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pct) (%) (pcf) (%) Compaction Compaction .... .. ...... .... ... 1 Retaining wall on 0.1 line 93.0 C 1029-00 122.5 9.2 121.2 8.9 98::9:::::::::: 95 at E.5 south side 2 Retaining wall on 0.1 line 93.0 C1029-00 122.5 9.2 118.3 9.0 ......:.....:. 95 at E.5 north side 3 Retaining wall on 0.1 line 94.0 C 1029-00 122.5 9.2 117.1 8.5 95 6 95 at E.5 south side 4 Retaining wall on 0.1 line 94.0 C 1029-00 122.5 9.2 118.7 8.7 96:;9::::::::::: 95 at E.5 north side MATERIAL DESCRIPTION: C1029-00: Grayishibrown C-F GRAVEL and C-F SAND, trace SILT NOTE: A Division of Eastern / �� Materials - Testingr__ Laboratory FIELD REPORT , o JAWORSKI Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: partly cloudy, 50's Date: October 11, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: Monarca Masonry placed 6.5-cubic yards of Construction Service 3,000-psi grout in 8-inch cement block along line G between lines 0.1 and 0.9, elevation 94.66 to 100.00 and between line F and G along line 0.1 elevation 94.66 to 100.00. Monarca Masonry laid 12-inch cement block around new 12 by 20-foot opening on line E.3 from lines 1.7 to 2.3. L&D Services was observed backfilling on both sides of the retaining wall on line 0.1 from line E.2 to F. Structural fill (gray/brown C-F Gravel and C-F Sand, trace Silt) from Warner Brothers Pit was spread in 1-foot lifts. A compactive effort was applied to each lift using a heavy Wacker plate compactor. JGI Activities: Four field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Reinforcing steel was reviewed prior to today's grout placement. The steel was observed to be placed in general accordance with project drawings ROL Mortar compressive strength test sets were fabricated from today's masonry activities in general accordance with ASTM C 109. Refer to the Compressive Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:?M_ Date: 11/3/00 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement bv the NIST or NVLAP. Re orts are relevant /3 LETTER OF TRANSMITTAL A Divisio,z Of Eastern Materials Testing Lab A Division of Jaworski Geotech, Inc. 114 Woodlawn Road GE SKI Berlin, CT 06037 O INC. MV (860) 829-1725 (860) 829-1745 Fax Internet Address: http:Hwwwjgi-geo-com ,PT OF Date: November 10, 2000 Attention: Mr. Keith King Project: Wal*Mart Store #2901 Sent to: Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: X Field work Lab work Figures/Drawings Report Other: Copies Date Description 1 10/31/00 Concrete Data Summary(Set No.: C-13) THESE ARE TRANSMITTED as checked below: Remarks: For approval For your use For review and comment COPY TO: Mr. Ken Beaudoin Tony Patilco Building Official Mr. Doug Hurley Ms. Carrie Johnson Signed: A Division of Eastern - Materials V Testing Eastern Materials Testing Laboratory Laboratory a division of o VLAP #10315-0 JAWORSKI GEOTECH, INC. JAUVORSI{I CONCRETE DATA SUMMARY CEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubContractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/24/00 Cylinder Set No. : C13 Time: 10 :40 Truck No. : 268 Class Concrete: 3500 w/ airpsi spec 3000 no air Ticket No. : 109528 Total Quantity 22 Batch Time: 9:44 Batch Quantity: 11 cy Method of Placement: chute and buggy Air: Specified: 4 Measured: 4 .8%8% 1% Location of Sample: Slab on grade truck dock at F.2-0 .7 Slump Specified: 5.0" max Measured: 5.0" Total Location of Placement: Slab on grade between F and G line from 0.1 Unit weight: 139.22 lbs/cu.Plastic wt. : Cylinder Wt. :: X to 0. 9 line X Concrete Temperature: 71 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: clear, 54 degrees F End Area: 28 .27 sq in Date Retrieved: 10/26/00 Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 480.0 tbs./cu./yd Sand: 1314.0 lbs./cu./yd Types of Fracture Cem2 Fly ash 90.0 lbs./cu./yd Water: 228.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Ad l Air 3.5 oz/cu./yd i 1 I Agg 1 3/4"Gr 1798.0 lbs./cu./yd Ad2 220N 11.3 oz/cu./yd Agg 2 lbs./cu./yd Ad3 oz/cu./yd Agg 3 lbs./cu./yd Ad4 oz/100 CWT Cone Cone aid Cone and Shcsr Columnsr Sand Moisture: 5.0% Stone Moisture: n/a Soft Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 13 A C 13 B C 13 C C 13 D Date Cast 10/24/00 10/24/00 10/24/00 10/24/00 e< Date Tested 10/31/00 11/21/00 11/21/00 12/19/00 )"� Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) M � P -ca Cyl.Weight (lbs. ) 27.32 27.48 27.42 27.18 w � � Load (lbs. ) 54,817 Stress (psi) 1, 940 Type of Fracture a Reviewed by: &/--/ Date: The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division ofJaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. - FIELD SKETCH Project: Wal*Mart #2901 North Hampton Eastern Materials Testing Project No.: 00362C Date: /0-6 - 00 —' Laboratory a Division oJJaworski Geotech,Inc. - -- •-------- ii� Ia I .. 4. s -- -- - -- — — — ��— — 3 5 I� I I e >< fl aew oV bo•c1,V, �tiuJ e--'----- -- ----- — ;� 4 i------- -----. .--- - ----------- -- - — ---i# — - - - _ ---ti — T i I - — — �� li I i I li I I li I ti A Division of Eastern y - Materials Testing _ Laboratory FIELD-DENSITY TEST SUMMARY ••••° °• JAWORSKI GEOTECH,INC. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores,Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 00362C Weather: rain AM,cloudy PM, 50's Date: 10/6/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) (%) (pco (%) Compaction Compaction .................... 1 See Field Sketch 206" C1029-00 122.5 9.2 120.2 9.3 95 95 BFG 2 See Field Sketch 216" C1029-00 122.5 9.2 119.4 9.1 .. :::::::: 95 BFG 3 See Field Sketch 216" C1029-00 122.5 9.2 119.9 9.5 ..... ::::::: 95 BFG 4 See Field Sketch 2'6" C1029-00 122.5 9.2 117.8 10.0 96:2:::::::: 95 BFG 5 See Field Sketch 2'6" C1029-00 122.5 9.2 118.2 9.5 96:5 ::::::: 95 BFG MATERIAL DESCRIPTION: C1029-00: Grayish brown C-F GRAVEL and C-F SAND,trace SILT NOTE: BFG-below finish grade a- A Division of Eastern - Materials Testing Laboratory FIELD REPORT JAWORSI{I Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: rain AM, cloudy PM, 50's Date: October 6, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services, Inc. continued to backfill around the piers in the Garden Center from the third pier at the north end to the south end. Structural fill from Warner Brothers Pit (grayish/brown C-F Gravel and C-F Sand, trace Silt) was spread in 1-foot lifts. A compactive effort was applied to each lift using a heavy Wacker plate compactor. JGI Activities: Five field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:!W Date: 10/26/00 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY am La als Testing eborarato rp Project: Wal*Mart #2901 Project No. : 00362C A Division of North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores ^a. Supplier: mixed on site JAWORSE GE011=INC- PLACEMENT DATA Date Cast: 10/11/00 Set No. :G 1 Sample Width 3 .00 Length 7.00 Test Specimen Type: Hollow Masonry Prism L/W Ratio: 2 .33 :1 Grouted Masonry Prism Required Strength: 2000 psi X Grout Mortar EMTL Technician: P. Lefebvre Mix Proportions: Quantity: 6.5 cy 1 part Cement, 3 parts Sand Slump: 8" Truck No. : 264 Ticket No. : 108918 Specimen Temperature: 64 degrees F Weather: partly cloudy, 53 degrees F Total Location of Masonry Construction: G line between 0.1 and 0.9 elevation 94 .66 to 100.0 and between F and G along 0.1 line. Location of Sample Origin: G line at 0.5 elevation 94 .66 to 100.0 Comments: Specimen No. G 1 A G 1 B G 1 C G 1 D Date Cast 10/11/00 10/11/00 10/11/00 10/11/00 Date Tested 10/30/00 11/8/00 11/8/00 11/8/00 (19 days) (28 days) (28 days) ( 28 days) Weight (lbs) 5.56 5.59 5.60 5.62 End Area (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 26,340 Stress (psi) 2,490 Reviewed By: 9 Date: /U/3� /et' JNVLAP LAB CODE#10315-0 F SULTS DO DO NOT The above reported test results were attained through WITH SPECIFICATIONS procedures performed in accordance with ASTM C31, NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY am Laboraory Project: Wal*Mart #2901 Project No. : 00362C A Division of North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores e� Supplier: mixed on site JAWORSK[ GE01EM INC. PLACEMENT DATA Date Cast: 10/23/00 Set No. :M 4 Test Specimen Type: Sample Width 2.00 Length 2.00 Hollow Masonry Prism L/W Ratio: 1.00 :1 Grouted Masonry Prism Required Strength: 1800 psi _ Grout X Mortar EMTL Technician: P. Lefebvre Mix Proportions: Quantity: n/a 2-92.6 lb bags of Type I/II Cement, 1-5 lb bag of Slump: n/a Lime and 40 shovels of Truck No. : n/a Sand Ticket No. : n/a Specimen Temperature: 59 degrees F Weather: clear, 50 degrees F Total Location of Masonry Construction: A.9 line-7.7 to 10.3, A line 8.2 to 9.8, between A and A.9 along 8.2 and between A and A.9 along 9.8 elevations 96.67 to 100.0 Location of Sample Origin: A line at 9 line elevation 96.67 Comments: Specimen No. M 4 A M 4 B M 4 C Date Cast 10/23/00 10/23/00 10/23/00 Date Tested 10/30/00 11/20/00 11/20/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.58 0.62 0.62 r y End Area (sq in) 4.00 4.00 4.00 Load (lbs) 8,662 Stress (psi) 2,170 Reviewed By: 1.}4 6/ Date: V 3 NVLAP LAB CODE#10315-0 TEST RESULTS El DO F] DO NOT The above reported test results were attained through CO Y WITH SPECIFICATIONS procedures performed in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern Materials - Testing GROUT COMPRESSIVE TEST SUMMARY Laboratory Project: Wal*Mart #2901 Project No. : 00362C A Division of North Hampton, MA Contractor: Konover Construction - Client: Wal Mart Stores supplier: mixed on site JAWORSHI GE0IP,CEt.INC. PLACEMENT DATA Date Cast: 10/16/00 Set No. :M 3 Sample Width 2 .00 Length 2.00 Test Specimen Type: Hollow Masonry Prism L/W Ratio: 1.00 :1 Grouted Masonry Prism Required Strength: 1800 psi _ Grout X Mortar EMTL Technician: P. Lefebvre Mix Proportions: Quantity: n/a 2-92.6 lb bags of Type I/II Cement, 1-50 lb bag Slump: n/a of Lime and 40 shovels of Truck No. : n/a Sand Ticket No. : n/a Specimen Temperature: 60 degrees F Weather: cloudy, 53 degrees F Total Location of Masonry Construction: Between F and G line along 0.1 line elevation 104 .0 to 110.0, G line between 0.1 and 0.9 elevation 104.0 to 108.0, and between E.5 and F along 0.9 elevation 100.0 to 104 .0 Location of Sample Origin: 0.1 line at F.3 elevation 106.0 Comments: Specimen No. M 3 A M 3 B M 3 C Date Cast 10/16/00 10/16/00 10/16/00 Date Tested 10/23/00 11/13/00 11/13/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.66 0.64 0.62 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 13,289 Stress (psi) 3,320 Reviewed By: 1-),4 P- Date: �U NVLAP LAB CODE#10315-0 TEST RESULTS El DO F—] DO NOT The above reported test results were attained through CO*&Y WITH SPECIFICATIONS procedures performed in accordance with ASTM C31, ARE NOT COMPLETE F—I N/A C39,C94,C143,C172,C192,C231,C617,C1231. A Division of Eastern - - Materials Testing Eastern Materials Testing Laboratory i _ Laboratory a division of ° VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY OEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubContractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/20/00 Cylinder Set No. : C12 Time: 9:20 Truck No. : 269 Class Concrete: 4, 500 psi Ticket No. : 109362 Total Quantity 88 Batch Time: 8:17 Batch Quantity: 11 cy Air: Specified: 6 +/- 1% Method of Placement: chute Measured: 5.1% Location of Sample: Garden Center northeast Slump Specified: 5.0" max corner Measured: 5.0" Total Location of Placement: Unit Weight: 148.29 lbs/cu./ft. Garden Center north end and east side Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 74 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: clear, 46 degrees F Date Retrieved: 10/24/00 End Area: 28.27 sq in Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic y rd) Ceml 660.0 lbs./cu./yd Sand: 1209.0 lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd Water: 225.0 Ibs./cudyd a b c d e Cem 3 lbs./cu./yd Adl Air 4.0 oz/cu./yd 2 It, Agg 1 3/4" Tr 1827.0 lbs./cu./yd Ad2 Poz 20 65.0 oz/cu./yd ^ i Agg 2 lbs./cu./yd Ad3 oz/cu./yd � � I I Agg 3 lbs./cu./yd Ado oz/100 CWT Coac Cons aid Cone and Shur Columaa( Sand Moisture: n/a Stone Moisture: n/a Split Shar COMPRESSIVE STR N 111 DATA Cylinder ID C 12 A C 12 B C 12 C C 12 D Date Cast 10/20/00 10/20/00 10/20/00 10/20/00 Date Tested 10/27/00 11/17/00 11/17/00 12/15/00 Specimen Age ( 7 days) ( 28 days) ( 2 8 days) (56 days) Cyl.Weight(lbs. ) 29.10 29.00 29.04 29.16 Load (lbs. ) 92,054 Stress (psi) 3,260 Type of Fracture a Reviewed by: 12-7�1-4 Date: The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division ofJaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the N1ST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. A Division of Eastern _ - M aterials Testing Eastern Materials Testing Laboratory - Laboratory a division of 0 VLAP#10315-0 JAWORSKI GEOTECH, INC. do JAWORSKI CONCRETE DATA SUMMARY CEOTECH,INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores Subcontractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/19/00 Cylinder Set No. : C10 Time: 9:55 Truck No. : 264 Class Concrete: 4, 500 psi Ticket No. : 109298 Total Quantity 70 Batch Time: 9:20 Batch Quantity: 11 cy Air: Specified: 6 +/- 1% Method of Placement: chute Measured: 4.8% Location of Sample: South west portion Slump Specified: 5.0" max of the Garden Center Measured: 4 .5" Total Location of Placement: Unit Weight: 151.56 lbs/cu./ft. South west portion of the Garden Center plastic Wt. : Cylinder Wt. : X Concrete Temperature: 73 degrees F Ambient Temp: clear, 59 degrees F Cylinder Size: 6 x 12 inches Date Retrieved: 10/23/00 End Area: 28.27 sq in Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 659.0 lbs./cu./yd Sand: 1212.0 lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd water: 218.0 lbs./cu./yd a b C d e Cem 3 lbs./cu./yd Adl Air 2.0 oz/cu./yd Agg 1 3/4"Tr 1829.0 lbs./cu./yd Ad2 Poz 20 65.0 oz/cu./yd LA/ I 1 Agg 2 lbs./cu./yd Ad3 oz/cu./yd Agg 3 lbs./cu./yd Ad4 oz/100 CWT: Cane Conc&rid Goat and Shur Column- Sand Moisture: 5.0% Stone Moisture: n/a sort Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 10 A C 10 B C 10 C C 10 D Date Cast 10/19/00 10/19/00 10/19/00 10/19/00 Date Tested 10/26/00 11/16/00 11/16/00 12/14/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight(lbs. ) 29.74 29.76 29.52 29.74 Load (lbs. ) 109,850 Stress (psi) 3,890 Type of Fracture a Reviewed by: /� Date: /()/ 3//Ckj The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. A Division of Eastern _ Materials Testing Eastern Materials Testing Laboratory Laboratory F a division of ° VLAP #10315-0 JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH, INC. CnNCRETE DATA SUMMARY Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubContractor: DMC Concrete Corporation Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/2/00 Cylinder Set No. : C3 Time: 3 :35 Truck No. : 260 Class Concrete: 3, 500 psi Ticket No. : 108513 Total Quantity 14 Batch Time: 2:48 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: 6 Measured: 4 .90 9% 1.50 Location of Sample: Footing G-0.1 Slump Specified: 5.0" max Measured: 5.0" Total Location of Placement: Truck dock footings: G line from 8 ft. south Unit Weight: 140.34 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X of 0. 9 to 0. 1, between E.2 and G along 0.1 and F line from 8 ft. south of 0.9 to 0.1 Concrete Temperature: 68 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: clear, 65 degrees F Date Retrieved: 10/3/00 End Area: 28 .27 sq in Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 481.0 lbs./cu./yd Sand: 1300.0 lbs./cu./yd Types of Fracture Cem2 Fly Ash 88.0 lbs./cu./yd Water: 228.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Ad 1 Air 3.5 oz/cu./yd LA t 1 Agg 1 3/4" Gr 1800.0 lbs./cu./yd Ad2 220N 11.2 oz/cu./yd )1\ ill Agg 2 lbs./cu./yd Ad3 oz/cu./yd Agg 3 lbs./cu./yd Ad4 oz/100 CWT Goat Coat mW Coat&M Shes( Columnar Sand Moisture: 5.0% Stone Moisture: n/a Split Sricir COMPRESSIVE STRENGTH DATA Cylinder ID C 3 A C 3 B C 3 C C 3 D Date Cast 10/2/00 10/2/00 10/2/00 10/2/00 Date Tested 10/9/00 10/30/00 10/30/00 11/27/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight(lbs. ) 27.54 27.54 27.22 27.52 Load (lbs. ) 72, 872 95,218 100,750 Stress (psi) 2,580 3,370 3,560 Type of Fracture a a a Reviewed by: '1—yJ 61--1- Date: /Cl/31/01 The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division ofJaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. A Division of Eastern F Materials Testing Eastern Materials Testing Laboratory Laboratory y a division of ao VLAP#10315-0 JAWORSKI GEOTECH, INC. o a JAWORSKI C'ONC'RETE DATA SUMMARY GEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubContractor: DMC Concrete Corporation Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 9/27/00 Cylinder Set No. : C2 Time: 2 :30 Truck No. : 266 Class Concrete: 3, 500 psi Ticket No. : 108303 Total Quantity 8 Batch Time: 1:24 Batch Quantity: 8 cy Air: Specified: 5 5% 1.5% Method of Placement: chute Measured: 5 .5% Location of Sample: Spread footing Garden Center 3rd from south end east side Slump Specified: 5.0" max Measured: 4 .25" Total Location of Placement: Unit Weight: 146.66 lbs/cu./ft. 15 spread footings in the Garden Center Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 72 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: clear, 64 degrees F End Area: 28.27 sq in Date Retrieved: 9/29/00 Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml 491.0 lbs./cu./yd Sand: 1302.0 lbs./cu./yd Types of Fracture Cem2 Fly Ash 93.0 lbs./cu./yd Water: 218.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Ad 1 Air 3.5 oz/cu./yd 2 11 Agg 1 3/4" tr 1807.0 lbs./cu./yd Ad2 220n 11.4 oz/cu./yd `X Agg 2 lbs./cu./yd Ad3 oz/cu./yd Agg 3 lbs./cu./yd AN oz/100 CWT. ` / ` Coat Cone aril Cone and $heir Columnar Sand Moisture: 5.0% Stone Moisture: n/a split shay COMPRESSIVE STRENGTH DATA Cylinder ID C 2 A C 2 B C 2 C C 2 D Date Cast 9/27/00 9/27/00 9/27/00 9/27/00 Date Tested 10/4/00 10/25/00 10/25/00 11/22/00 Specimen Age ( 7 days) ( 28 days) ( 2 8 days) (56 days) Cyl.Weight(lbs. ) 28.78 28.68 28.65 28.79 Load (lbs. ) 86,220 114,490 115,290 not Stress (psi) 3,050 4, 050 4, 080 tested Type of Fracture a a a Reviewed by: a�� Date: lv/3�Uv The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division ofJaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution maybe made. Sampling and testing were performed in general accordance with the following ASTMstandards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. 1Z 1�5 LETTER OF TRANSMITTAL A°"`Sion of M - Eastern Materials Testing Lab : ? - A Division of Jaworski Geotech, Inc. -d 114 Woodlawn Road I � � SKI Berlin CT 06037 3 ' uvC. (860) 829-1725 (860) 829-1745 Fax �-Fpt OF BUItWNC,INSPErTi � Internet Address: http://www.jgi-geo.com -� °t oii Date: October 31, 2000 Attention: Mr. Keith King Project: Wal*Mart Store#2901 Sent to: Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: X Field work Lab work Figures/Drawings _ Report Other: Copies Date Description 1 10/25-27, 10/30 Concrete Data Summary (Set No.: C-2, C-3,C-10, C-12) 1 10/23, 10/30 Mortar Test Summary (Set No.: M-3, M-4) 1 10/30 Grout Test Summary (Set No.: G-1) 1 10/6 Field Report THESE ARE TRANSMITTED as checked below: Remarks: . For approval X For your use For review and comment COPY TO: Mr. Ken Beaudoin Tony Patilco Building Official Signed: ht� _. �� i i _�. gl"3 Wai-Mart #2901 Northamtpton Mass I, ftl ftx Ta Tony 1'atl1110 fmm ttftZ AM Ro fiampfon WakMaA Pbom _Dssm.. 1.14 . Fm Banners for Hft She CCU -Tony Ratilio—Building Commissioner Ott of Northampton Northampton, Mass 01060 We are- -to ran thlviveekend,-November the 4a', 2000 through December 4,2000 at the-close of the Wdn%S"for Northampton Wal-Mart. Thank-ywvay nwch Sw letting-us hang-"w Hiring Site banners on our leased building at 170 N. King Street,Northampton, Mass. e-2 ryant Wal-Mart Stores,Inc. �,. i i i i i i i I I I i !I I r FIELD SKETCH Project: Wal*Mart #2901 North Hampton Eastern Materials Testing Project No.: 00362C Date: iv- 2s -uo Laboratory a Division ofJaworski Geotech, Inc. 4� i .. 3 I s` �- 1.' y _ — _ - A i--- -- -- - -- il. — — ----- -_ T o --- - X_4! -, - - - -t Den s:4y tests 3 Of-- - - — * I — - -- - — L 1c�cr r+,r�-1 o�+CRc�e P - J .,' •i li I I li J i i A Division of Eastern -� - Materials FIELD DENSITY TEST SUMMARY Testing _ Laboratory •°"°= JAWORM Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. GEOTECH.INC North Hampton, MA Contractor: Konvover Construction Project No.: 00362C W Bather: Clear 70's Date: 10/25/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (Per) (%) (pcf) (%) Compaction Compaction 1 See Field Sketch Finished C1030-00 146.0 7.6 139.9 8.1 9.5:,.8:.::::.:::::::: 95 Subgrade 2 See Field Sketch Finished C1030-00 146.0 7.6 140.8 7.9 .. . :.:::::::::: 95 Subgrade 3 See Field Sketch Finished C1030-00 146.0 7.6 141.6 7.6 97:;0 :: :::: 95 Subgrade 4 Outside 8.5 at A.5 line 2' C1029-00 122.5 9.2 118.2 7.1 96:5:::::::: 95 BFG 5 Outside 8.5 at A.5 line 1' C 1029-00 122.5 9.2 116.9 9.5 95:;4:::::::: 95 BFG 6 Outside 8.5 at A.6 line 1' C1029-00 122.5 9.2 119.3 7.0 97:4:::::::: 95 BFG 7 Outside A at 9.4 line 1' C 1029-00 122.5 9.2 117.9 7.1 96::2:::::::: 95 BFG 8 East side of A.9 at 8.6 line 1' C1029-00 122.5 9.2 120.8 6.8 98:6 95 BFG 9 East side of A.9 at 9.4 line 1' C1029-00 122.5 9.2 119.9 7.1 :97:9::::::: 95 BFG ... ...... ....... MATERIAL DESCRIPTION: C1029-00: Grayish brown C-F GRAVEL and C-F SAND,trace SILT Both materials have same description NOTES Proctor for process,used stone correction chart i i i I I f i I A Division of Eastern Materials - Testing Laboratory FIELD REPORT - JAWORSI{I Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Project No.: 00362C Weather: Clear 70's Date: October 25, 2000 Purpose: To provide construction monitoring services, and to evaluate by observation and/or testing whether work generally conforms to project plans and specifications. Contractor Activities: Concrete Floors Company placed 85-yards of Construction Service 5,000 psi concrete over grayish brown C-F gravel and C-F sand, trace silt in the truck dock roadway slab on grade from the truck dock to the southeast corner of"Wear it Well". L&D Services Inc was observed fine grading the processed Gravel (grayish brown C-F gravel and C-F sand, trace silt) in the north portion of the truck roadway, south of the building. A compactive effort was applied using a Bomag vibratory roller. L&D was observed backfilling in the vestibule. Structural fill (grayish brown C-F gravel and C-F sand, trace silt) from Warner Bros pit was spread in 1-foot lifts. A compactive effort was applied using a heavy Wacker plate compactor. JGI Activities: Nine field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 75% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:7M_ Date: 11/10/00 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. i I i i i i i FIELD SKETCH Project: Wal*Mart #2901 North Hampton Eastern - Materials Testing Project No.: 00362C Date: io --'4 -vo Laboratory a Division ojJaworski Geotech, Inc. s� ----- - ------ -- ----_ I - I ... , . $ - a, t i .it ---- TP - i• -- --�------�-----ter. -�- Z: '7 I li I I i t '- �- ----------- t' -- --------- E fl F b ,kv, `it;r,,(. .--- - --�. _��. ;I: II A=te..__. _• - i _ �.n�sl cj2U �'t-✓1c, Cev»cvt} *. a s v bi .� i i i '1 A Division of Eastern --y S Materials FIELD DENSITY TEST SUMMARY Testing a Laboratory .,..; JAWORSK Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC North Hampton,MA Contractor: Konvover Construction Project No.: 00362C Weather: Clear 70's Date: 10/24/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) (%) (pcf) ("/") Compaction Compaction I Inside 8.5 line at A.5 line 2' C 1029-00 122.5 9.2 117.4 7.7 95:8 :: ::: 95 BFG 2 Inside A line at 8.6 line T C1029-00 122.5 9.2 119.6 8.1 >::97::6::::: ::: 95 BFG 3 Inside A line at 9.4 line 2' C 1029-00 122.5 9.2 116.9 6.9 95:4::::::::::::::: 95 BFG 4 Inside 9.8 line at A.5 line 2' C 1029-00 122.5 9.2 119.3 8.2 97:4:::::::: 95 BFG 5 Inside 8.5 line at A.5 line it C 1029-00 122.5 9.2 117.8 7.7 96:2::::::: 95 BFG 6 Inside A line at 8.6 line it C1029-00 122.5 9.2 119.6 7.3 97.6:::::::::::::: 95 BFG 7 Inside A line at 9.4 line 1' C1029-00 122.5 9.2 116.8 7.0 95:3:::::::: 95 BFG 8 Inside 9.8 line at A.5 line it C1029-00 122.5 9.2 118.3 8.0 9'6:6::::::::::::::: 95 BFG MATERIAL DESCRIPTION: C1029-00: Grayish brown C-F GRAVEL and C-F SAND,trace SILT ur A Division of - Eastern :` g Materials - Testing FIELD REPORT - Laboratory JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: Clear 70's Date: October 24, 2000 Purpose: To provide construction monitoring services, and to evaluate by observation and/or testing whether work generally conforms to project plans and specifications. Contractor Activities: Concrete Floors Company placed 25-yards of Construction Service 4,500 psi concrete into sidewalks on the east side of the garden center over grayish brown C-F gravel and C-F sand, trace silt. Concrete Floors Company placed 22-yards of Construction Service 3,500 psi concrete with air. Mr. Bob Smedley of Konover approved the use of the 3,500 psi air entrained concrete. The area of placement was in the truck dock between lines F and G from lines 0.1 to 0.9. The concrete was transported using a concrete buggy. Monarca Masonry placed 5-yards of Construction Service 3,000 psi grout into cement block walls along line A.9 from lines 7.7 to 10.3, A line from lines 8.2 to 9.8, between line A and A.9 along line 8.2, and between line A and A.9 along line 9.8 at elevations 96.67 to 100.00. L&D Services Inc was observed backfilling in the vestibule using structural fill (grayish brown C-F gravel and C-F sand, trace silt) from Warner Bros pit. The fill was spread in one- foot lifts. A compactive effort was applied using a heavy wacker plate compactor. JGI Activities: Eight field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:V Date: 11/10/00 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. i i 1 i - FIELD SKETCH Project: Wal*Mart #2901 North Hampton Eastern - Materials Testing Project No.: 00362C Date: t n- 2.3 <�,o Laboratory a Division ojJaworski Geotech, Inc. ---.---- ------ i--- ---- --- - - --- -- - I 4 — --- n �—---— -- - -:1: --- — —:�:- - — ----__# z i; -- -------- pZ ----=... .-- - ._. -- 1 - ------ } z W �1--- — —mil -- J I --- -- \\ i i i i� ► i - li I I li I �rM- ---M-+ -- f A Division of Eastern a - Materials , Testing FIELD REPORT x , - Laboratory JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: Clear 60's Date: October 23, 2000 Purpose: To review concrete construction, fabricate specimens for strength testing, and observe placement of reinforcing steel. Contractor Activities: Monarca Masonry laid 12-inch cement block along line A.9 between 7.7 and 10.3 at elevation 69.67 to 100.0, Monarca laid 8-inch cement block along line A between 8.2 and 9.8 at elevation 96.67 to 100.0 and between A and A.9 along 9.8 at elevation 96.67 to 100.0. L & D Services Inc. excavated to subgrade from the truck dock retaining wall to the southeast corner of"Wear it Well". Excavation occurred in undisturbed very stiff grayish brown silty clay. The area was proofrolled and 9-inches of process was spread. A compactive effort was applied using a Bomag vibratory roller. Density tests will be taken when fine graded. JGI Activities: One Mortar compressive strength test sets were fabricated from today's masonry activities in general accordance with ASTM C 109. Refer to the Compressive Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:NMI' Date: I I/10/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. FIELD SKETCH Project: Wal*Mart #2901 North Ham ton Eastern _ Materials Testing Project No.: 00362C Date: to LG - c-,C; Laboratory a Division ojJaworski Geotech,Inc. - ----- _ I : ---- -- - — -- -- __ �1. ft — 1c,b -- -----.i - - -- - _-- 3� I •Il I I a ------ -----'«----- # — _ ------ — ~ .1. ,l. 1- fa � ARet.�- aF Cu:ZC_2ctc 8 ;#--- -- --. . -- — —: ._.— — --------- P �cicc�,�evtt :r 1- - -- --- � -- -- - - - — ----------- -- - - -- I �@ -- :_:-- T _ _ I. - -- - -- I ... ...... I i i f12e�. of eKCCava�it1 Ij .—. I _ i�- j ij I I I• i •( (i I f I� j e a 6 64 6 A Division of Eastern W Materials Testing FIELD REPORT Laboratory JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Project No.: 00362C Weather: clear 60's Date: October 20, 2000 Purpose: To review concrete construction, fabricate specimens for strength testing, and observe placement of reinforcing steel. Contractor Activities: Concrete Floors Company placed 88-cubic yards of Construction Service 4,500 psi concrete into the slab on grade in the Garden Center over gray/brown C-F Gravel and C-F Sand, trace Silt in the north end and the east side. The concrete was transported using a chute. DMC Concrete Corporation placed 9-cubic yards of Construction Service 4,500 psi concrete into piers A.4-7.7, A.7.7, A.9-8.2, A-8.2, A-8.6, A-9.4, A.9-10.3 and A.10.3. The concrete was mechanically vibrated upon placement. DMC also placed the concrete for the two spread footings in the battery storage area. Monarca Masonry laid 8-inch cement block along line F between lines 0.1 and 0.9 at elevation 113.34 to 116.67 and 12-inch cement block between lines E.5 and F along line 0.9 at elevation 113.34 to 117.34. L & D Services, Inc. excavated for the two spread footings in the battery storage area. Excavation occurred in undisturbed material (very stiff gray/brown silty clay with some reddish brown fine sand layers) and was over-excavated 6 inches. 6 inches of 3/4 inch crushed stone was subsequently spread and a compactive effort was applied using a heavy Wacker plate compactor. JGI Activities: Reinforcing steel was reviewed prior to today's concrete placement. The steel was observed to be placed in general accordance with project drawings (RO1). Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by: Date: 11/9/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only f FIELD SKETCH Project: Wal*Mart #2901 North Hampton Materials _ Testing Project No.: 00362C Date: 10 1 3 -Co Laboratory a Division ofJaworski Geotech, Inc. d 9 - --- i d} I Ii I i It -- --------- _ 3 - - - - --- - - - ---- Ou!I = 5 !I I RRem c, 2 ,.Y,ovir Ij I I ji j ' Q- +- -- �.—� A Division of Eastern Materials ' - Testing FIELD REPORT - Laboratory JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: Rain, 50's Date: October 18, 2000 Purpose: To review concrete construction, fabricate specimens for strength testing, and observe placement of reinforcing steel. Contractor Activities: DMC Concrete Corp. was observed setting forms and tying reinforcing steel for footings in the vestibule. L&D Services, Inc. was observed excavating to suitable material in the truck dock area. The excavation occurred in undisturbed material (very stiff grayish brown silty clay). 9 to 12 inches of processed Gravel was spread and proof rolled using a Bomag vibratory roller to seal the material from the rain. Density test will be performed when the material is graded. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:NOR Date: 11/9/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. FIELD SKETCH [project: Wal*Mart #2901 , North Hampton Eastern Materials Testing Project No.: 00362C Date: /6 - i"7 Laboratory a Division ofJaworski Geotech, Inc. -- ........ �d J_ ---------- rt F- 17 1 4 4--4- i --- ---- ------I----- -4 .11 ------ F -k 77 T 0- - --- ------ P\ ----- - - LV :1 .......... Q_ k) A Division of Eastern Materials Testing Laboratory FIELD REPORT - JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: cloudy, 50's Date: October 17, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: Monarca Masonry laid 8-inch cement block along line G between lines 0.1 and 0.9 at elevation 108.0 to 116.67, and between lines F and G along 0.1 at elevation 110.0 to 116.67. Monarca Masonry placed grout into cement block walls along line G between lines 0.1 and 0.9 at elevation 108.0 to 112.0. DMC Concrete Corporation was observed setting forms and tying reinforcing steel for footings in the vestibule. L & D Services Inc. excavated for footing in the vestibule. The excavation occurred in undisturbed material (very stiff gray/brown silty clay with fine Sand layers) and was over excavated 6-inches. 6-inches of 3/4 inch crushed stone was spread. A compactive effort was applied using heavy Wacker plate compactor. JGI Activities: Reinforcing steel was reviewed prior to today's grout placement. The steel was observed to be placed in general accordance with project drawings(RO1 Barker Steel). Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:'nlf Date: 11/6/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. ------------- "�- FIELD SKETCH Project: Wal*Mart #2901 North Hampton Eastern _ Materials Project No.: 0 0 3 6 2C Date: Testing Laboratory a Division ofJaworski Geotech, Inc. ! 9 - ------------ ----- - Ia''a - -- - --- — - -� -- -I �I -�'— � --�- ; t 1. .�i .1. —'I. '� << .4-!��'.•' t� a - -i- - - -- - - - - - - -- — �v2 oo+tv3 4 42 f T — ------ !.. !1 - ------- 4- -- -j---, bl ;I 3 II i — ----- — _ _._._....._... Z � o- --- -- ; Its; ' t ` —J- -- --- ARf-1 C*. aF w,ci,5,G;.fzY I li I I I� j I b � bb A Division of Eastern W Materials Testing FIELD REPORT Laboratory JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clouds/rain 50 degrees Date: October 16, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: Monarca Masonry laid 8-inch cement block along line G between lines 0.1 and 0.9 at elevation 104.0 to 108.0, between lines F and G along line 0.1 elevation 104.0 to 110.0, and 12 inch block between line E 5 and F along line 0.9 at elevation 100.0 to 104.0. Monarca also placed grout mixed on site in the cement block walls along line G between lines 0.1 an 0.9 elevation 100.0 to 104.0, between lines E5 and F along line 0.9 elevation 100.0 to 104.0. Springfield Welding and Engineering removed the structural steel in the area of new vestibule. L & D Services, Inc excavated for spread footings B-9.8 and B 10.3 in the vestibule. Excavation occurred in undisturbed material (very stiff grayish brown Silty clay with fine sand layers). The area was over excavated by 6-inches, and 6-inches of 3/4 inch crushed stone was subsequently replaced. A compactive effort was applied using a heavy Wacker plate compactor. JGI Activities: One Mortar compressive strength test sets were fabricated from today's masonry activities in general accordance with ASTM C 109. Refer to the Compressive Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:U67W Date: 11/6/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. ci ' s N.A O1' it V rll<yt .1 "�+a�'� qi. —`� n„1 - ea µl 1 r !;r, '-�1a a✓ IN! � I __ +rte b±_u i.74":.'L'. a (� !.� .'..!t� j,�j Iw1 h.wNMM,�..•.a II I I IA if mi- In b i1K n�I.r.xt 1 •? I Z .%t` } .1 1 SfORV CWCREIE 9LOCI( . BUILDING aNe r. o ".:.� VAL b *MART L SGR .e — en.n AEIAIt 1 f _•a x 1 ?t fPrirf F P i � rA .w■aa.. ��rf' •'a}•. 1 Sr J f t�T �r It .. 1. ,� _ ' {rAt4- r1All ter/ J I1 Af'�JI�EN f_ - t 3/ i 111t•r f ,1 Y r r v ��,i IJVERLAv j—� � � '� !j _= tIfi_--_ ar �iK O{kt Adl C B�ylD1 r 0 AUf !'\ �tvtoVw IIl �� ; �` •'!`.'��:. r /� � Z'� � �-�� ,. I � ' �� -I ' itww�i+br''�t ll,s� it ;a te (/'��l �dlctrE t[wAtk—` l "'•1i0, / '-T 7 \J r r 0 10 Rl1AI 1��•` N — A ®{AIINNiatt AA•4wx1 \ ;��.-:<.'-... i —� L V.ML MIlIi06ltlt!!t 3 } .: .L ' x + s Q ibkAlRlEkiMIL A►dlkbllklw616n1+N euNNAMduHt K%:'• sl.• '�''��y��..,��:��t�It.'�. - ®A d Abi{M U IiAK Ils}r r (A"I i ebh* i-}u A;{Ahln Ale k... \ � ' sa�Y. '!AO ANr ` (� b IaIUM IH 61rAt t nl r+� ;Q t JCL" 0 S q � •. `%'+ •� nab p- bNopalNd ttNt€Iz f3UiLb1Nct A FJ1 137,328 s.F. U�t,s,s MOW �� t1ACr� h�oUta�b 453 \� ” �� PAWHIJ Wt kg boovibFu 453 {t MOO hAtld 3.3.5 j �• U' Itt �ti 5.�, SSUtp—es Nequlted \�\ •• W. R ' I t Slf21f'ING LE, "%/r-!slat tlta was!►t/1'• On/r-e0lw Nuer fare tslt/r n..l]__._�..__ nr,<n n / �,'.- !«tAl•-soot raK Merest/fa' 4J N H H i A Division of Eastern - Materials Testing Laboratory •...; FIELD DENSITY TEST SUMMARY GAoWORSIN Project: Wal*Mart Store#2901 Client: Wal*Mart Stores,Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 003620 Weather: clear 70's Date: 10/14/200 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation .ICI Lab No. (pcf) (%) (PC() (%) Compaction Compaction ........ ............ 1 See Field Sketch 116" C1029-00 122.5 9.2 1 19.6 7.8 9?:6:::::::: 95 BFG 2 See Field Sketch 6 inches C1029-00 122.5 9.2 117.9 7.4 96:2. :.:::: 95 BFG MATERIAL DESCRIPTION: C1029-00: Grayish brown C-F GRAVEL and C-F SAND,trace SILT NOTE: BFG-below finish grade A Division of Eastern = - Materials r Testing - Laboratory FIELD REPORT e000.�oo _oo. JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Project No.: 00362C Weather: clear, 70's Date: October 14, 2000 Purpose: To review concrete construction, fabricate specimens for strength testing, and observe placement of reinforcing steel. Contractor Activities: L&D Services Inc. excavated for electrical conduit and site lighting across the front of"Wear it Well" and across the truck roadway north of CVS. The conduit was laid and bedded in Sand. The trench was backfilled in 1-foot lifts of structural fill (gray/brown C-F Gravel and C-F Sand, trace Silt) from Warner Bros. Pit. A compactive effort was applied to each lift using a heavy Wacker plate compactor. JGI Activities: Two field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:! Date: 11/9/00 �I ? N0.221-1 tJ- TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS `p"..'••, -�,5`'• ARE NOT COMPLETE OR ARE NOT APPLICABLE tf}N A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. FIELD SKETCH Project:. Wal*Mart #2901 , North Hampton Eastern Materials =%A Testing Project No.: 00362C Date: 10 - 3 - C)C, Laboratory a Division ofJaworski Geotech, Inc. R c C,,-%,z R, -------------- t z - - - r 2 ---- -------- t 0—T— ------ ------- ----- ------- it --— ---- ----- -------------- -Z T ---- ---------7 --4--- --- ------- -- --------- &------------ T —4— F1 Recy o m c,s Eastern A Division of _ Materials - Testing Laboratory JAWORSKI GEOTECH, INC. FIELD DENSITY TEST STJ MMARY Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 00362C Weather: clear 70's Date: 10/13/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) (%) (pef) (%) Compaction Compaction 1 See Field Sketch 3'-0" C1029-00 122.5 9.2 119.3 7.3 97:4::::::_:: 95 BFG 2 See Field Sketch 2'-0" C 1029-00 122.5 9.2 118.1 7.5 95 BFG 3 See Field Sketch 1'-0" C1029-00 122.5 9.2 118.8 7.3 97:0: 95 BFG MATERIAL DESCRIPTION: C 1029-00: Grayish brown C-F GRAVEL and C-F SAND,trace SILT A Division of Eastern - Materials 7 Testing , - Laboratory FIELD REPORT JAWORSKI GEOTECH, INC. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. Northampton, MA Contractor: Project No.: 00362C Weather: clear, 70's Date: October 13, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: Concrete Floors Company placed 33-cubic yards of Construction Service 4,500 psi concrete into the slab on grade for sidewalks in front of"Biglots" from line 17 going north to the end. The concrete was transported using a chute. Monarca Masonry laid 8-inch cement block along line G between 0.1 and 0.9 elevation 100.0 to 104.0, between line F and G along line 0.1 and along line F between line 0.1 and 0.9, elevation 100.0 to 104.0. Monarca Masonry placed grout mix between line F and G along line 0.1, elevation 100.0 to 104.0. L & D Services Inc. excavated for 6-inch rain leader from the south side of"Wear it Well"to CB-4. The pipe was laid and bedded with Sand. The trench was backfilled in 1-foot lifts of structural fill (graylbrown C-F Gravel and C-F Sand, trace Silt) from Warner Bros. Pit. A compactive effort was applied using a heavy Wacker plate compactor. JGI Activities: Three field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:M�f Date: 11/9/00 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NISTor NVLAP. Reports are relevant only to items tested and no other attribution may be made. FIELD SKETCH Project: Wal*Mart #2901 North Hampton Eastern - Materials Testing Project No.: 00362C Date: i 0 - 1 Z - 0 0 Laboratory a Division oJJaworski Geotech,Inc. s� - — i�. - � - x ------- --- ..... . -- - - --- -- # -- f -- -- . I _ I I: • i Q l cac a,,,,,e h t li i I li j F1fZec� o,' bo_ckf\, 41�.1� li I I li I Eastern A Division of _ - Materials Testing Laboratory FIELD DENSITY TEST SUMMARY JAWORSKI GEOTECH,INC. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores Northampton,MA Contractor: Konover Construction Project No.: 00362C Weather: clear,60's Date: 10/12/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) (%) (per) (%) Compaction Compaction . . ........ ...... ... ...... ...... .. 17 0.1 at F.5 inside wall 97.0 C1029-00 122.5 9.2 118.7 9.0 X6;9::::'::::::: 95 18 0.1 at f.5 inside wall 98.0 C1029-00 122.5 9.2 117.4 8.3 95:8::::::!::::: 95 19 F at 0.5 inside wall 99.0 C1029-00 122.5 9.2 119.7 8.4 97 95 20 0.1 at F.5 inside wall 99.0 C1029-00 122.5 9.2 118.6 8.8 96;8`:!! ':!':? 95 MATERIAL DESCRIPTION: C1029-00:Grayish/brown C-F GRAVEL and C-F SAND,trace SILT NOTE: A Division of Eastern - Materials Testing Laboratory . ••• •..•: FIELD DENSITY TEST SUMMARY JAWORSKI GEOTECH, INC. Project: Wal*Mart Store #2901 Client: Wal*Mart Stores Northampton,MA Contractor: Konover Construction Project No.: 003620 Weather: clear,60's Date: 10/12/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) (%) (pcf) (%) Compaction Compaction ................ ... ............. ..... ................... 9 Gline at 0.5 inside wall 98.0 C1029-00 122.5 9.2 118.6 8.8 96$ .. 95 10 G line at 0.5 outside wall 98.0 C1029-00 122.5 9.2 117.3 8.5 ::95:8 95 11 G line 0.5 inside wall 99.0 C1029-00 122.5 9.2 119.9 8.8 97<9i; ;?; 95 12 G line at 0.5 outside wall 99.0 C1029-00 122.5 9.2 116.8 8.4 95::3...-::... 95 13 F line at 0.5 inside wall 95.0 C1029-00 122.5 9.2 117.1 8.1 95;6!:1:':`:;:;:; i 95 14 F line at 0.5 inside wall 96.0 C1029-00 122.5 9.2 119.8 7.8 97i$i ii 95 15 F line at 0.5 inside wall 97.0 C1029-00 122.5 9.2 116.9 7.5 95 :::;:::1:: 1 95 16 F line at 0.5 inside wall 98.0 C1029-00 122.5 9.2 119.3 8.1 97;4;: ii 95 i I I I I I i I i A Division of Eastern - Materials Testing Laboratory . ••••: ••.•: FIELD DENSITY TEST SUMMARY JAWORSKI GEOTECH,INC. Project: Wal*Mart'Store #2901 Client: Wal*Mart Stores Northampton,MA Contractor: Konover Construction Project No.: 00362C Weather: clear,60's Date: 10/12/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) (%) (pcf) (%) Compaction Compaction . ... . .. ... .. . ..... . ....... ........... 1 0.1 line at F.5 inside wall 96.0 C1029-00 122.5 9.2 118.3 9.1 ;'9.66ii ii 95 2 0.1 line at F.5 outside wall 96.0 C1029-00 122.5 9.2 116.8 8.0 93 95 3 Gline at 0.5 inside wall 96.0 C1029-00 122.5 9.2 119.6 8.1 97C 95 9 4 G line at 0.5 outside wall 96.0 C1029-00 122.5 9.2 117.2 8.3 7i 95 5 F line at 0.5 inside wall 94.0 C1029-00 122.5 9.2 119.1 8.1 9?liii 95 6 F line at 0.5 outside wall 94.0 C1029-00 122.5 9.2 120.8 8.8 98.6. 95 7 Gline at 0.5 inside wall 97.0 C1029-00 122.5 9.2 118.3 8.6 96`6:::'::::::::1 95 8 G line at 0.5 outside wall 97.0 C1029-00 122.5 9.2 117.9 9.0 96 21 j 95 A Division of Eastern = ^ _' Materials r ' - Testing - Laboratory FIELD REPORT JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clear, 60's Date: October 12, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: Concrete Floors Company placed 40-cubic yards of Construction Service 3,000-psi no air concrete mix for the slab on grade (grayish/brown C-F Gravel and C-F Sand, trace Silt). The slab was located between D.5 and E.3 from lines 1 to 3 and patches between EA and F.2 from lines 2 to 3. The concrete was transported using a concrete buggy. L&D Services was observed backfilling the inside and outside of the truck dock foundation wall. The structural fill (grayish/brown C-F Gravel and C-F Sand, trace Silt) from Warner Brothers Pit was spread into one lifts. A compactive effort was applied to each lift using a Bomag vibratory roller and a heavy Wacker plate compactor. JGI Activities: Twenty field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:X W Date: 11/3/00 V. TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution maybe made. i i I i I j i FIELD SKETCH Project: Wal*Mart #2901 , North Hampton Eastern Materials Project No.: 00362C Date: 9 c-)o Testing Laboratory a Division ofJaworski Geotech, Inc. lam -------------- - - ---- ----- J_ Ji. 7L- I- A T ------------- ---- -------- 4) ----------- ------ ---------- --- - ---- A-- ---- 4- L P 0..c e Eastern FIELD DENSITY TEST SUMMARY A Division of _ Materials s Testing Laboratory Project: Wal Mart Store #2901 Client: Wal Mart JAWORSKI Northampton, MA Contractor: Konovcr Construction GEOTECH. INC. Project No.: 00362C Weather: partly cloudy, 50's Date: 10/9/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. c (P Q (%) (Pen (%) Compaction Compaction I See Field Sketch 2-4' C1029-00 122.5 9.2 121.2 9.4 ::::::: 95 BFG 2 See Field Sketch 2-4' C1029-00 122.5 9.2 118.6 8.9 6.:8::: 95 BFG 3 See Field Sketch 1-4' C 1029-00 122.5 9.2 119.4 9.0 95 BFG 4 See Field Sketch 1-4' C1029-00 122.5 9.2 117.9 9.4 96:,2: :`:::: 95 BFG 5 See Field Sketch 1-4' C1029-00 122.5 9.2 120.2 9.3 '::98;1::::::::::::::: 95 BFG 6 See Field Sketch 1-4' C 1029-00 122.5 9.2 116.9 8.8 9 ;4::: ::>: 95 BFG 7 See Field Sketch 1-4' C1029-00 122.5 9.2 118.7 8.6 96::9::: :: 95 BFG 8 See Field Sketch 1-4' C 1029-00 122.5 9.2 117.3 8.8 98:$::: :: 95 BFG MATERIAL DESCRIPTION: C1029-00 -Graybrown C-F Gravel and C-F Sand, trace Silt NOTE: BFG -below finish grade A Division of Eastern F=� MaterialsTesting FIELD REPORT Laboratory JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: partly cloudy, 50's Date: October 9, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: DMC Concrete Corporation placed 21-cubic yards of Construction Service 3,500-psi concrete into walls along F line from 0.1 to 0.9, between lines E.2 and F along line 0.1 and piers at column line G-0.9. The concrete was transported using a chute and was mechanically vibrated upon placement. L&D Services excavated 3-feet below bottom of slab in the south half of the garden center to place 32-inches of select fill. The excavation occured in undisturbed very stiff gray/brown Clay with fine Sand layers. The area was proofrolled using a Bomag vibratory roller. Structural fill (gray/brown C-F Gravel and C-F Sand, trace Silt) from Warner Brothers pit was subsequently spread in 1-foot lifts and compactive effort was applied to each lift using a Bomag vibratory roller. JGI Activities: Eight field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Reinforcing steel was reviewed prior to today's concrete placement. The steel was observed to be placed in general accordance with project drawing ROI. Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. �Qt:��.aarssccrb. Locations of today's project activities are illustrated on the attached Field Sketch. >°6b��C` �'-` •. Prepared by: P. Lefebvre 4`" Reviewed by:it Date: 11/3/00 -o • � ' TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS •• �i O, �'' ARE NOT COMPLETE OR X ARE NOT APPLICABLE °°°,F�S'� A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDEII�A AL P IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY am Laboratory Testing Laboratory Project: Wal*Mart #2901 Project No. : 00362C A Division of North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores o, Supplier: Construction Service JAWORSKI MOMCK INC PLACEMENT DATA Date Cast: 11/2/00 Set No. :G 2 Test Specimen Type: Sample Width 3 .00 Length 7.00 Hollow Masonry Prism L/W Ratio: 2.33 :1 Grouted Masonry Prism Required Strength: 2000 psi X Grout Mortar EMTL Technician: P. Lefebvre Mix Proportions: Quantity: 8 cy 1 part Cement, 3 parts Sand Slump: 8.0" Truck No. : 275 Ticket No. : 110145 Specimen Temperature: 78 degrees F Weather: clear, 66 degrees F Total Location of Masonry Construction: G line between 0.1 and 0.9 elevation 112.0 to 117.4, between F and G along 0.1 elevation 110.0 to 117.4 and F line between 0.1 and 0.9 elevation 110.0 to 117.4 Location of Sample Origin: F line at 0.5 elevation 110.0 to 117.4 Comments: Specimen No. G 2 A G 2 B G 2 C G 2 D Date Cast 11/2/00 11/2/00 11/2/00 11/2/00 Date Tested 11/9/00 11/30/00 11/30/00 11/30/00 ( 7 days) (28 days) (28 days) ( 28 days) Weight (lbs) End Area (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 16,469 Stress (psi) 1, 560 Reviewed By: ,/IG�� Date: /�/ �u� rNVLAP LAB CODE# 10315-0 TEST VESULTS ❑ DO F] DO NOT The above reported test results were attained through ffPLY WITH SPECIFICATIONS procedures performed in accordance with ASTM C3 T, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern Materials _ Testing GROUT COMPRESSIVE TEST SUMMARY Laboratory Project: Wal*Mart #2901 Project No. : 00362C aaaeee°°°A�� Division of North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores --°- Supplier: mixed on site JAWORSE GE01EM INC. PLACEMENT DATA Date Cast: 11/1/00 Set No. :M 6 Sample Width 2.00 Length 2.00 Test Specimen Type: Hollow Masonry Prism L/W Ratio: 1.00 :1 Grouted Masonry Prism Required Strength: 1800 psi Grout X Mortar EMTL Technician: P. Lefebvre Mix Proportions: Quantity: n/a 2-92.6 lb bags of Type I/II Cement, 1-50 lb bag Slump: n/a of Lime and 40 shovels of Truck No. : n/a Sand Ticket No. : n/a Specimen Temperature: 61 degrees F Weather: clear, 57 degrees F Total Location of Masonry Construction: 12-inch cement block along A. 9 line between 7.6 and 8.5 and between 9.6 and 10.4 lines elevation 100.0 to 104.0 Location of Sample origin: A.9 line at 10 line elevation 102 Comments: Specimen No. M 6 A M 6 B M 6 C Date Cast 11/1/00 11/1/00 11/1/00 Date Tested 11/8/00 11/29/00 11/29/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.60 0.60 0.60 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 10,433 Stress (psi) 2,610 Reviewed By:O�U�f Date: j/ /�c ri NVLAP LAB CODE#10315-0 TEST RESULTS FI DO M DO NOT The above reported test results were attained through FLY WITH SPECIFICATIONS procedures performed in accordance with ASTM C31, RE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY am Materials t Laboratory Project: Wal*Mart #2901 Project No. : 00362C A Division of North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores ° JA Supplier: mixed on site ceo.tALaC, PLACEMENT DATA Date Cast: 10/26/00 Set No. :M 5 Sample Width 2.00 Length 2.00 Test Specimen Type: Hollow Masonry Prism L/W Ratio: 1.00 :1 Grouted Masonry Prism Required Strength: 1800 psi _ Grout _ X Mortar EMTL Technician: P. Lefebvre Mix Proportions: Quantity: n/a 2-92 .6 lb bags of Type I/II Cement, 1-50 lb bag Slump: n/a of Lime and 40 shovels of Truck No. : n/a Sand Ticket No. : n/a Specimen Temperature: 56 degrees F Weather: overcast 50' s Total Location of Masonry Construction: Around two new masonry openings in the Garden Center Location of Sample Origin: Elevation 108.0 over new masonry opening for entrance to Garden Center Comments: Specimen No. M 5 A M 5 B M 5 C Date Cast 10/26/00 10/26/00 10/26/00 Date Tested 11/2/00 11/23/00 11/23/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.60 0.60 0.60 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 7,520 Stress (psi) 1,880 Reviewed By:/"-�&1 Date: ///q/,. NVLAP LAB CODE#10315-01 TEST SULTS F DO F DO NOT The above reported test results were attained through CO LY WITH SPECIFICATIONS procedures performed in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern Materials GROUT COMPRESSIVE TEST SUMMARY Testing ry Project: Wal*Mart #2901 Project No. : 00362C A Division of North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores M. Supplier: mixed on site JAWORSIG GEOTFAU INC- PLACEMENT DATA Date Cast: 10/10/00 Set No. :M 2 Test Specimen Type: Sample Width 2 .00 Length 2.00 Hollow Masonry Prism L/W Ratio: 1.00 :l Grouted Masonry Prism Required Strength: 1800 psi Grout X Mortar EMTL Technician: P. Lefebvre Mix Proportions: Quantity: n/a 2-92 .6 lb bags of Type I/II Cement, 1-50 lb bag Slump: n/a of Lime and 40 shovels of Truck No. : n/a Sand Ticket No. : n/a Specimen Temperature: 52 degrees F Weather: cloudy, 46 degrees F Total Location of Masonry Construction: G line between 0.1 and 0.9 elevation 94.66 to 100.0 and between F and G along 0.1 line elevation 94 .66 to 100.00 Location of Sample Origin: 0.1 line at F.5 elevation 96 Comments: Specimen No. M 2 A M 2 B M 2 C Date Cast 10/10/00 10/10/00 10/10/00 Date Tested 10/17/00 11/7/00 11/7/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.64 0.62 0.62 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 10,797 16,286 18,279 Stress (psi) 2,700 4,070 4,570 Reviewed By: y�G Date: ii�i-f�a� NVLAP LAB CODE#10315-0 TEST RESULTS DO F-1 DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS procedures performed in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. A Division of Eastern _ Materials Testing Eastern Materials Testing Laboratory Laboratory a division of 0 VLAP#10315-0 JAWORSKI GEOTECH, INC. da�000 a JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubContractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 11/1/00 Cylinder Set No. : C18 Time: 1:55 Truck No. : 252 Class Concrete: 4, 500 psi Ticket No. : 110008 Total Quantity 22 Batch Time: 12 :59 Batch Quantity: 11 cy Method of Placement: chute Air: Specified: 6 Measured: 5.30 3% 1.50 Location of Sample: Sidewalk in front of Wear It Well north end Slump Specified: 5.0" max Measured: 4. 0" Total Location of Placement: Sidewalks in front of Wear It Well and in Unit Weight: 148.0 lbs/cu. front of building 48-feet of south end. Plastic Wt. : Cylinder Wt. :: X X Concrete Temperature: 73 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: clear, 57 degrees F End Area: 28.27 sq in Date Retrieved: Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml 659.0 lbs./cu./yd Sand: 1194.0 lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd water: 236.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Ad 1 Air 4.0 oz/cu./yd f Agg 1 3/4"Tr 1827.0 lbs./cu./yd Ad2 Poz 20 65.0 oz/cu./yd Agg 2 lbs./cu./yd Ad3 oz/cu./yd /� A Agg 3 lbs./cu./yd AN oz/100 CWT ; Co Co �c Sand Moisture: 4.0% Stone Moisture: n/ CAM a�d �,eaad Shur Columnar Split Shear COMPRESSIVE STRENGTH DATA Cylinder ID C 18 A C 18 B C 18 C C 18 D Date Cast 11/1/00 11/1/00 11/1/00 11/1/00 Date Tested 11/8/00 11/29/00 11/29/00 12/27/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight (lbs. ) 29.14 29.06 29.28 29.24 Load (lbs. ) 127,050 Stress (psi) 4,490 Type of Fracture a Reviewed by: 11�0/4-- Date: The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution maybe made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 171,C 191,C 231,C 617,and C 1231. A Division of Eastern _ - Materials Testing Eastern Materials Testing Laboratory Laboratory a division of VLAP #10315-0 JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubContractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/31/00 Cylinder Set No. : C17 Time: 10:25 Truck No. : 270 Class Concrete: 5, 000 psi 1 1/2" stone Ticket No. : 109915 Total Quantity 66 Batch Time: 9:19 Batch Quantity: 11 cy Air: Specified: 7 +/- 1% Method of Placement: chute Measured: 5.9% Location of Sample: Slab on grade truck dock turn around southeast portion Slump Specified: 5.0" max Measured: 5.0" Total Location of Placement: Unit Weight: 151.35 lbs/cu./ft. Slab on grade truck dock turn around Plastic Wt. : Cylinder Wt. : X southeast portion Concrete Temperature: 72 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: cloudy, 50 degrees F Date Retrieved: 11/1/00 End Area: 28.27 sq in Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 706.0 lbs./cu./yd Sand: 1163.0 lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd Water: 256.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Adl Air 4.3 oz/cu./yd I I Agg 1 1 1/2"TR 1190.0 lbs./cu./yd Ad2 Poz 20 71.0 oz/cu./yd / 1 j / 11 Agg 2 3/4 TR 796.0 lbs./cu./yd Ad3 oz/cu./yd ` A Agg'A tbs./cu./yd Ad4 oz/100 CWT Coat Coot aid Coat and Shur Columoac Sand Moisture: 4.0% Stone Moisture: n/a SOX shat COMPRESSIVE STRENGTH DATA Cylinder ID C 17 A C 17 B C 17 C C 17 D Date Cast 10/31/00 10/31/00 10/31/00 10/31/00 Date Tested 11/7/00 11/28/00 11/28/00 12/26/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight (lbs. ) 29.70 29.58 29.62 29.50 Load (lbs.) 120,920 Stress (psi) 4,280 Type of Fracture a / Reviewed by: �j�Gf'� Date: The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. A Division of Eastern _ Materials Testing Eastern Materials Testing Laboratory Laboratory a division of 0 JAWORSKI GEOTECH, INC. ° NVLAP#1 JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores Subcontractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/30/00 Cylinder Set No. : C16 Time: 11:10 Truck No. : 270 Class Concrete: 5, 000 psi Ticket No. : 6639 Total Quantity 99 Batch Time: 10:33 Batch Quantity: 11 cy Method of Placement: chute Air: Specified: 7 Measured: 6.1%1% 1% Location of Sample: Slab on grade truck roadway 4-feet west of CB-4 Slump Specified: 5.0" max Measured: 4.75" Total Location of Placement: Unit Weight: 150.33 lbs/cu./ft. Slab on grade truck roadway southwest Plastic Wt. : Cylinder Wt. : X portion Concrete Temperature: 72 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: cloudy, 47 degrees F End Area: 28.27 sq in Date Retrieved: 11/1/00 Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml 706.0 lbs./cu./yd Sand: 1161.0 lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd Water: 246.0 lbs./cu./yd a b C d e Cem 3 lbs./cu./yd Adl Air 4.3 oz/cu./yd Agg 1 1 1/2"TR 1187.0 lbs./cu./yd Ad2 Poz 20 70.9 oz/cu./yd I j Agg 2 3/4 TR 794.0 lbs./cu./yd Ad3 oz/cu./yd /� k A Agg 3 lbs.lcu./yd AN oz/100 CWT; I I COa` CO"" Sand Moisture: 4.0% Stone Moisture: n/a n4 �`� ` Columnar Split Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 16 A C 16 B C 16 C C 16 D Date Cast 10/30/00 10/30/00 10/30/00 10/30/00 Date Tested 11/6/00 11/27/00 11/27/00 12/25/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight(lbs. ) 29.50 29.60 29.62 29.35 Load (lbs. ) 130,510 Stress (psi) 4, 620 Type of Fracture a Reviewed by: Date: The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 171,C 192,C 231,C 617,and C 1231. A Division of Eastern - Materials Testing Eastern Materials Testing Laboratory - Laboratory a division of 0 VLAP #10315-01 JAWORSKI GEOTECH, INC. o oeo�000 0 JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores Subcontractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/12/00 Cylinder Set No. : C8 Time: 8:30 Truck No. : 261 Class Concrete: 3, 000 psi no air Ticket No. : 108995 Total Quantity 40 Batch Time: 7:48 Batch Quantity: 11 cy Method of Placement: concrete buggy Air: Specified: no air Measured: 1.8% Location of Sample: Slab on grade at D.7-1.5 Slump Specified: 5 . 0" max Measured: 5.0" Total Location of Placement: Slab on grade between D.5 and E.3 from 1 + 3 Unit Weight: 146.97 lbs/cu. lines and patches between E.4 and F.2 from 2 Plastic Wt. : Cylinder Wt. :: X X to 3 lines. Concrete Temperature: 60 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: clear, 48 degrees F Date Retrieved: End Area: 28.27 sq in Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 425.0 lbs./cu./yd Sand: 1463.0 lbs./cu./yd Types of Fracture Cem2 Fly Ash 78.0 lbs./cu./yd Water: 228.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Adl Poz 20 50.9 oz/cu./yd 1 Agg 1 3/4"Gr 1829.0 lbs./cu./yd Ad2 oz/cu./yd Agg 2 lbs./cu./yd Ad3 oz/cu./yd Agg 3 lbs./cu./yd Ad4 oz/100 CWT. siw Sand Moisture: n/a Stone Moisture: n/a Cone CO Coaeaad Skit trdumaar Spl(it il Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 8 A C 8 B C 8 C C 8 D Date Cast 10/12/00 10/12/00 10/12/00 10/12/00 Date Tested 10/21/00 11/9/00 11/9/00 12/7/00 Specimen Age ( 9 days) ( 28 days) ( 2 8 days) (56 days) Cyl.Weight(lbs. ) 28.84 28.92 28.78 28.82 Load (lbs. ) 62,786 92,054 91,560 not Stress (psi) 2,220 3,260 3,240 tested Type of Fracture a a a Reviewed by: /-x�7 Date: /i//v/c,�-) The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution maybe made. Sampling and testing were performed in general accordance with the following ASTMstandards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. ENEMA A Division of Eastern _ Materials Testing Eastern Materials Testing Laboratory Laboratory a division of 0 VLAP #10315-01 JAWORSKI GEOTECH, INC. aed JAWORSRS KI CONCRETE DATA SUMMARY CEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubContractor: DMC Concrete Corporation Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/9/00 Cylinder Set No. : C7 Time: 2 :30 Truck No. : 261 Class Concrete: 3, 500 psi Ticket No. : 108845 Total Quantity 21 Batch Time: 1:36 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: 6 Measured: 5.1%1% 1.5% Location of Sample: Wall F line at 0.7 line Slump Specified: 5.0" max Measured: 4 ..0" Total Location of Placement: Unit Weight: 141.36 lbs/cu./ft. Walls F line from 0.1 to 0.9, between E.2 and F and pier at G-0.9 spread footings Plastic Wt. : Cylinder Wt. : X E.3-1.7 and E.3-2.3 Concrete Temperature: 65 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: partly cloudy, 51 degrees F End Area: 28.27 sq in Date Retrieved: 10/13/00 Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 480.0 lbs./cu./yd Sand: 1300.0 lbs./cu./yd Types of Fracture Cem2 Fly Ash 89.0 lbs./cu./yd Water: 226.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Adl Air 3.5 oz/cu./yd I Agg 1 3/4"Gr 1804.0 lbs./cu./yd Ad2 220N 11.2 oz/cu./yd j�\ L Agg 2 lbs./cu./yd Ad3 oz/cu./yd Agg 3 lbs./cu./yd Ado oz/100 CWT; Cone Coac sjw Coat and Shur Columnar Sand Moisture: 4.5% Stone Moisture: n/a Sd;t Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 7 A C 7 B C 7 C C 7 D Date Cast 10/9/00 10/9/00 10/9/00 10/9/00 Date Tested 10/16/00 11/6/00 11/6/00 12/4/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight (lbs.) 27.74 27.78 27.69 27.72 Load (lbs. ) 86,410 103,630 104,710 not Stress (psi) 3,060 3,670 3,700 tested Type of Fracture f a a a Reviewed by: / Date: l//c//t" The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. LETTER OF TRANSMITTAL A Divisioll of Eastern Materials Testing Lab �71 A Division of Jaworski Geotech, Inc. 114 Woodlawn Road �1 Berlin,CT 06037 Nov I ORSKI INC. (860) 829-1725 (860) 829-1745 Fa Internet Address: http://www.jgl-geo.com Date: November 15, 2000 Attention: Mr. Keith King Project: Wal*Mart Store #2901 Sent to:-Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: X Field work Lab work Figures/Drawings Report Other: Copies Date Description 1 11/6-9 Concrete Data Summary (Set No.: C-7, C-8, C-16 to C-18) 1 11/2, 11/7, 11/8 Mortar Test Summary (Set No.: M-2, M-5, M-6) 1 11/9 Grout Test Summary (Set No.: G-2) 1 10/9, 12-14, 16-18 Field Reports 1 10/20, 23-25 Field Reports THESE ARE TRANSMITTED as checked below: Remarks: For approval X For your use For review and comment COPY TO: Mr. Ken Beaudoin Tony Patilco Building Official Mr. Doug Hurley Ms. Carrie Johnson Signed: FIELD SKETCH Project: Wal*Mart #2901 North Hampton Eastern _ Materials Testing Project No.: 0 0 3 6 2 C Date: 10 - 5 - (�C) Laboratory a Division ojJaworski Geotech, Inc. s� = - - - - , t � 2- �, 4 3) j I �. Ij I��I 3 j I -;-4,-_ _ gR « �-F b�.k-�.�i• �. � ie 'a I I �• � J` e - -7_-._ - ----- -- -- --- F— - ----� i . --- ..... it I I � e I �il -- - -- -- � { — ! ilel Ii I j : -------- �I� Ij �3f�� I Ij I ----- - Him I jl Ij I I ij j •I Ij I I Ij j O O Y Eastern A Division bf - Materials Testing Laboratory F_ IELD DENSITY TEST SUMMARY e O�eOed e0eo it JAWORSK GEOTECH, INC Project: W a1*Mart S tore #2901 C fient: W al*M art Stores Northampton, MA C ontractor: Konover Construction Project No.: 00362C W eather: cloudy AM, rain PM, 50's Date: 10/5/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf (%) (pcf) (%) Compaction Compaction 1 See Field Sketch 2'6" C1029-00 122.5 9.2 117.1 7.4 95 BFG 2 See Field Sketch 2'6" C1029-00 122.5 9.2 118.9 8.4 X7::1`:'' `:': 95 BFG 3 See Field Sketch 1'6" C1029-00 122.5 9.2 117.6 8.5 9d4' 95 BFG 4 See Field Sketch 116" C1029-00 122.5 9.2 119.3 8.9 9Qi 95 BFG MATERIAL DESCRIPTION: C1029-00: Grayish/brown C-F GRAVEL and C-F SAND, trace SILT NOTE: BFG- below finish grade A Division of Eastern _ Materials Testing �o - Laboratory FIELD REPORT oaao JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: cloudy AM, rain PM, 50's Date: October 5, 2000 Page 2 of 2 JGI Activities: (continued) Two set of Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:!W_ Date: 10/25/00 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS A'T'TACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. A Division of Eastern �-��-- - Materials Testing ' - Laboratory FIELD REPORT oo�ae0000 JAWORSKI Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: cloudy AM, rain PM, 50's Date: October 5, 2000 Page 1 of 2 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: Concrete Floors Company placed 32-cubic yards of Construction Service 3,000-psi no air concrete mix for the slab on grade over gray/brown C-F Gravel and C-F Sand, trace Silt, between B.2 and B.6 from 10.7 to 16.5. The concrete was transported using a chute. DMC Concrete placed 18-cubic yards of Construction Service 3,500-psi concrete mix into footings over 6-inches of 3/4-inch crushed stone along G and F line from 0.9 to 8-feet south of 0.9, A line from 8.8 to 10.3 line, between A and A.6 line along 10.3 line and spread footing at A-10.3. L&D Services began to backfill around the piers in the Garden Center north end. Structural fill from Warner Brothers Pit (gray/brown C-F Gravel and C-F Sand, trace Silt) was spread in 1-foot lifts. A compactive effort was applied to each lift using a heavy Wacker plate compactor. JGI Activities: Four field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Reinforcing steel was reviewed prior to today's concrete placement. The steel was observed to be placed in general accordance with project drawings. FIELD SKETCH Project: Wal*Mart #2901 North Hampton Eastern E� m Ma terials Testing ProjectNo.: 00362C Date: 1 U �} - p Laboratory a Division ofJaworski Geotech,Inc. 9 rii -- ---- ---- - - -- - - - i i z i ii i i I - s -- - - --- — == — -- — _ a I ; ii IT 3 -------- ------ —— µ—— =------ ~�-------- :�: lit << a ---- �——— -- — -- — --r. \ 3 11 --T-- --- Rn _. 1- � I i •I. I� g�:a i --- ;� ii IMP I i i. � �• —i— —- --- — ii I i li i A Division of Eastern - Materials `7 Testingt - Laboratory FIELD REPORT JAWORSKI Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: cloudy, 60's Date: October 4, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: DMC Concrete Corporation placed 6-cubic yards of Construction Services 3,500 psi concrete into the 15 piers in the Garden Center and column line G-0.1 in the truck dock. The concrete was placed on the concrete spread footings. The concrete was transported using a chute and was mechanically vibrated upon placement. Monarca Masonry infilled existing opening with 12-inch cement block at line D.8 line on line 3. Monarca Masonry cut out 12-inch cement block on E.2 at line 2 for a new opening 20-feet wide by 12-feet high. JGI Activities: Reinforcing steel was reviewed prior to today's concrete placement. The steel was observed to be placed in general accordance with project drawing R-01. Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by: Date: 10/23/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. FIELD SKETCH Project: Wal*Mart #2901 North Hampton Eastern Materials Testing Project No.: 00362C Date: ID Z - pL, Laboratory a Division ofJaworski Geotech, Inc, s� ! - f - Y ._._..I..-I I ! I I li I li I u A ---- -- -:7: -- - — — ij - - — —. Y Zj 1 li I — ---------- s O -- --- - -- -_. --- -I I Z i _1---- C --cc ,n a AT 'I Ij I I li I t� 4D AJ ~ {� O �w�pE t V� '� N •O bpi �( 111�rg1'u f� �' _�.•_. - � `` iif,e� -.�.:,._�_ W�H !t� � Ylf I, a+� a�yutl� "``J•J: -)J1�.��,-rLra�"L'L-�t� — .--rfM�-.»_ t�r �+--S.M�!,f.`.n�..1•'.�e � N • R �UNOn...a 1`�l „n,•.X7 � L� � �� I r•; 1rtt M fml M HnHrf II I � le 1r l •i/y��' [ -a+df<� Ir ro1.••l rd�.,w.,,f {`° l �f� ,'{ • , I SIOPY CONCRETE IJLOCR ? _ j OUILOING •mn u•f "'t— I i S WAL*MART 1 ftAn It _ b l�dtlbRKl •��{vati y. WELL CL - SGR aetul fws w�MyM�V + 1 c llre lJ. r.r.c-15e.t) .fe i •rMwf r rled C Yw Minnn eawf . {e R+O. It.• i CIL- U �+ •u � t 3rtt 1 � L rilU4t>t' R c7 • � t t t r U •) !� � -) 40. �t iIAL►ClXrbn �1, �/ a r( t'htal ('y t' F' ( !. f ) -:� / _ r ,�'v+`� C! 1tFAENf �' t t, f ll—J� `t' t p� U` ^1 'ilJ d4tkA rR'4'j%-NAIS '�': . c / '"\ AINIrRC'Ur+e•te tt(—i •*�i'.� / 7� ;z 1 ff + ,^ eWLea ere �. .:ti3;7`. .� I _ IL ri I 1 4 fl ©b 111Ld o Mra+ r .j, A ®(EMI Miff fl•1++e•1 \�. !�• 1 � — — f � M11 fiPU6iUUMie t ��(J ! �� — '' ♦ c�i tell 16) No N �!bt{NRlk+Al. Mdl Itkfl M1k11y16mNN ttetfet kd fl�lwrt. jj�y - 1 dt ,t q AU 61"U AM!en r (#"f 6 t6kA.)bkt R O-w ke tia - \ \ \ . u..�l.,Atl O t tdllAA Rl Itffl mtl!f IN v 511-L DAt L m Sllopblmd tOtth bU1LbINo EA 131,328 S.r. \ MONO h tt§ htbUlRtt) 453 `�,�� ''•' 9��o�� O ' bAtlltlNif';SbA�bg bhovtbEtl 453 � ,�,y y3 pAhKIFJti hAtlo 3.33 �� n u' Iri' ed S. S es (te uireJ PAINT SIRIPING LE ' art �ttelGlt� 8.433 ) 2 V ,a� �� l f.n/tl•.ffatr•KSae / 146±7^ +^67 0 A Division of Eastern __ - Materials =4' Testing , - Laboratory FIELD REPORT JAWORSKI Project: Wat*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton,MA Contractor: Konover Construction Project No.: 00362C Weather: partly cloudy Date: October 2, 2000 Purpose: To provide construction monitoring services to evaluate by observation and/or by testing whether work generally conforms to project plans. Contractor Activities: DMC Concrete Corporation placed 14-cubic yards of Construction Services 3,500 psi concrete mix into footings over 6-inches of 3/4-inch crushed stone. The concrete was placed along line G from 8- feet south of line 0.9 to 0.1, between line E.2 and G along line 0.1 and along line F from 8-feet south of line 0.9 to 0.1. The concrete was transported using a chute and mechanically vibrated upon placement. Monarca Masonry infilled existing openings with 12-inch cement block on line G at line 2.2 and line G at line 5.5. Monarca also installed new doorframes and laid cement block around them on line B at line 3.4 and line G at line 8.6. L&D Services, Inc. excavated a 1-foot wide trench for site lighting south of Pete's Tire Barn. The electrical conduit was laid and bedded in Sand. The trench was backfilled in 1-foot lifts of structural fill (gray brown C-F Gravel and C-F Sand, trace Silt) from Warner Brothers pit. A compactive effort was applied to each lift using a Weber jumping jack. JGI Activities: Reinforcing steel was reviewed prior to today's concrete placement. The steel was observed to be placed in general accordance with project drawings. Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. One Mortar compressive strength test set was fabricated from today's masonry activities in general accordance with ASTM C 109. Refer to the Compressive Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by: MGH Date: 10/23/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. ' Division of =V1 LETTER OF TRANSMITTAL A _ Eastern Materials Testing Lab . - A Division of Jaworski Geotech, Inc. 114 Woodlawn Road WORSKI Berlin, CT 06037 U IECH, INC. (860) 829-1725 (860) 829-1745 Fax 3 0 M Internet Address: http://www.jgi-geo.com Date: October 27, 2000 Attention: Mr. Keith King Project: Wal*Mart Store #2901 Sent to: Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: X Field work Lab work Figures/Drawings _ Report Other: Copies Date Description 1 10/2, 10/4, 10/5 Field Reports THESE ARE TRANSMITTED as checked below: Remarks: For approval X For your use For review and comment COPY TO: Mr. Ken Beaudoin Tony Patilco Building Official Signed: hl�l" FProject: FIELD SKETCH Wal*Mart #2901 North Hampton Eastern _ Materials Project No.: 00362C Date: ro -2 6 00 Testing Laboratory a Division ojJaworski Geotech, Inc. i i - - - - - - - -- --- - . - �A, a 4 — r I i 1 t - ! — -- 1 -- 3 � ... ' II �- Eq 1• �� II � I a � _ �- o _ �•-- --� � - — - - - _ iAQe4S of ^ha.c.k ��> i J i li i i• i � a _._ .Z 'mu V\ �. ,.r. - .- 'ra 1foe�a ---_w 1� �Q '3J3T� ate. w i4 9A r ;'�• ��t 1 IMF , .� ,: -�pp �.. I t� f it L.I tr•.kN "n,.S,7 r � I C ,• i ;trr►Ir• 1 p I r.,1 •y �a ` I! 111 I StonY CtNICREIE BLOCK "''� t� 'y Z BUILbINO -1- Ir � L WAL*MART 1 WEAR It WELL CL - SGR MINI. 11. r.r.r.-leR.ff '401m, It ��il•a i 1 .w.+F,i.e �..I...��r � � w"k "a..ua "'s;�: s z °• t 111 �O R W R �'.1 1,• � I ., } l�f r � a [f wuta.eP. —I r� �i7iwn. V 4 Adl_ it, tuk6R w. . d� Q Y, . - — -— °r d rJ ��IlDr' A MENt t i ., 0 RLAY- Q Ulk dd Z- '7/ 1 .► RS p © y�d� LLJJJJ orf� rnl�l \(�(/(/\ E PIR.1� OKR I IIe 1�1 \ `,C.•'.fJi!. mil . A / � � Mt6dM 1d/t4ilkl * = Y QiW � (�.AU +a r rGM w l�u w. � �'`• � I It � ' _ ,. . C(P ww,la+ Adt km k*tAA h"ta§mlnt uA Iku f. 'Kfy 'y * �$t S} Q9 k11A186 i )J IjAw km r IAIWO 1 t6hAM 111u R 0owt AM kuIrm. \ \\ - / d.1_�.,{"y-t- �[q'Ad ANO t ++ Islam ki ata Yltf to 811-L UA d N t"O"INd bkNtUt bUILbINo'A LA 13)1,328 S.r. M ; fiAttKlNd I�pAf;t9 h�tiUlRLb 453 PARKINd`tOAU9 PPOVIbtO 453 yd PAWNb W10 3,33 \ 6 n Ui Iti ,. ed 5.�. S es nequired " \ ��(�g PAINT SIRIF'ING LE1 a\ / COO IMAI -INL51RIPI G/Y M 3 a e,a/f•-salmi,luxe f ue d 6.13 i ? \�F+4. �\ tx/ll•_f.wt«.K xr1 rRt rr lO tO 1, L-1 a a 1 I Eastern A Division of - Materials Testing Laboratory FIELD DENSITY TEST SUMMARY •._.: JAWORSKI GEOTECH,INC. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 00362C Weather: Clear 70's Date: 10/26/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) (%) (PC) (%) Compaction Compaction .................... 1 West side of A.9 line 2' C 1029-00 122.5 9.2 121.2 8.3 95 at 8.2 BFG 2 West side of A.9 line it C1029-00 122.5 9.2 118.6 8.1tj;$::::::::: 95 at 8.2 BFG 3 West side of A.9 line 2' C1029-00 122.5 9.2 119.8 8.6 X7:8:::::::: 95 at 9.8 BFG 4 West side of A.9 line if C1029-00 122.5 9.2 117.9 7.8 :X6:2 95 at 9.8 BFG MATERIAL DESCRIPTION: Grayish brown C-F GRAVEL and C-F SAND,trace SILT NOTE: BFG-below finish grade Eastern A Division of W Materials Testing FIELD REPORT Laboratory JAWORSKI Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Project No.: 00362C Weather: Clear 70's Date: October 26, 2000 Purpose: To provide construction monitoring services, and to evaluate by observation and/or testing whether work generally conforms to project plans and specifications. Contractor Activities: Monarca Masonry laid 8 and 12-inch cement block around 2 new masonry openings at the garden center. Structural Welding and Engineering erected the structural steel in the truck dock and began to prepare the steel for the vestibule. L&D Services Inc. was observed backfilling inside A.9 between 7.7 and 8.4 and between lines 9.5 and 10.3. Structural fill (grayish-brown C-F Gravel and C-F Sand trace Silt) from Warner Bros pit was spread in 1-foot lifts. A compactive effort was applied to each lift using a heavy Wacker plate compactor. L&D was observed spreading 9 to 12 inches of process in the truck roadway south half south of the building. A compactive effort was applied using a Bomag vibratory roller. The material was placed on very stiff grayish brown silty clay. JGI Activities: Four field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. One Mortar compressive strength test sets were fabricated from today's masonry activities in general accordance with ASTM C 109. Refer to the Compressive Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:2W_ Date: 11115100 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. CONCRETE MASONRY, MORTAR, OR Eastern Materials GROUT COMPRESSIVE TEST SUMMARY E Laboratory Project: Wal*Mart #2901 Project No. : 00362C A Division of North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores ' Supplier: mixed on site JAWORSKI G80lEM IImc. PLACEMENT DATA Date Cast: 10/11/00 Set No. :G 1 Sample Width 3 .00 Length 7.00 Test Specimen Type: Hollow Masonry Prism L/W Ratio: 2.33 :1 Grouted Masonry Prism Required Strength: 2000 psi X Grout Mortar EMTL Technician: P. Lefebvre Mix Proportions: Quantity: 6.5 cy 1 part Cement, 3 parts Sand Slump: 8" Truck No. : 264 Ticket No. : 108918 Specimen Temperature: 64 degrees F Weather: partly cloudy, 53 degrees F Total Location of Masonry Construction: G line between 0.1 and 0.9 elevation 94.66 to 100.0 and between F and G along 0.1 line. Location of Sample Origin: G line at 0.5 elevation 94.66 to 100.0 Comments: Specimen No. G 1 A G 1 B G 1 C G 1 D Date Cast 10/11/00 10/11/00 10/11/00 10/11/00 Date Tested 10/30/00 11/8/00 11/8/00 11/8/00 (19 days) (28 days) (28 days) ( 28 days) Weight (lbs) 5.56 5.59 5.60 5.62 End Area (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 26,340 28,788 34,429 33, 071 Stress (psi) 2,490 2, 730 3,260 3,130 Reviewed By: /-y/�'�� Date: /�t 5"�� NVLAP LAB CODE#10315-0 TEST RESULTS DO F] DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS procedures performed m accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. A Division of Eastern - Materials _ n Eastern Materials Testing Laborator y Laboratory Tes a division of VLAP#10315-0 JAWORSKI GEOTECH, INC. 0 a0000 oo°000 JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubContractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/13/00 Cylinder Set No. : C9 Time: 9:20 Truck No. : 262 Class Concrete: 4, 500 psi Ticket No. : 109081 Total Quantity 33 Batch Time: 8:48 Batch Quantity: 11 cy Method of Placement: chute Air: Specified: not provided Measured: 6.2% Location of Sample: Sidewalk in front of Biglots 20 feet from north end. Slump Specified: 5.0" max Measured: 4 .75" Total Location of Placement: Sidewalks in front of Biglots from 17 line Unit Weight: 150.64 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X going north to end. Concrete Temperature: 72 degrees F Ambient Temp: partly cloudy, 53 degrees F Cylinder Size: 6 x 12 inches Date Retrieved: End Area: 28.27 sq in Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml 662.0 lbs./culyd Sand: 1209.0 lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd Water: 231.0 Ibs./culyd a b c d e Cem 3 lbs./cu./yd Adl Air 4.0 oz/cu./yd Agg 1 3/4"Tr 1823.0 lbs./cu./yd Ad2 Poz 20 65.0 oz/cu./yd j j Agg 2 lbs./cu./yd Ad3 oz/cu./yd �� A l Agg 3 lbs./cu./yd AN OZ/100 CWT . Sand Moisture: 4.5% Stone Moisture: n/a Co�c lit t �aa6 < Columaar Sp Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 9 A C 9 B C 9 C C 9 D Date Cast 10/13/00 10/13/00 10/13/00 10/13/00 Date Tested 10/20/00 11/10/00 11/10/00 12/8/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight(lbs. ) 29.56 29.40 29.54 29.45 Load (lbs. ) 115,880 131,970 135,033 not Stress (psi) 4,100 4,670 4,780 tested Type of Fracture a a a Reviewed by: -1 ?--7 61'?1— Date: I/ //',—/o v The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTMstandards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. LETTER OF TRANSMITTAL A°-v,s;o,,of — Eastern Materials Testing Lab A Division of Jaworski Geotech, Inc. — 114 Woodlawn Road & 16 ��? `� wORSKj Berlin, CT 06037 TECH. [NC- (860) 829-1725 (860) 829-1745 Yd NOV 2 2000 Internet Address: http://www.jgi-geo.�comi,____,___, Date: November 17, 2000 Attention: Mr. Keith King Project: Wal*Mart Store#2901 Sent to: Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: X Field work Lab work Figures/Drawings _ Report Other: Copies Date Description 1 11/10/00 Concrete Data Summary(Set No.: C-9) 1 11/8/00 Grout Test Summary (Set No.: G-1) 1 10/26/00 Field Report THESE ARE TRANSMITTED as checked below: Remarks: — For approval X For your use For review and comment COPY TO: Mr. Ken Beaudoin Tony Patilco Building Official Mr. Doug Hurley Ms. Carrie Johnson Signed: LETTER OF TRANSMITTAL A D"''S'°"°f =%4v AEastern Materials Testing Lab - Division of Jaworski Geotech, Inc. a,eo__oo,e,eoo 114 Woodlawn Road JAWORSKI Berlin, CT 06037 OTECti, INC_ (860) 829-1725 (860) 829-1745 Fax Internet Address: http://www.jgi-geo.com Date: NoveA&2 , 2000 Attention: Mr. Keith King Project: Wal*Mart Store#2901 Sent to: Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: X Field work Lab work _ Figures/Drawings _ Report Other: Copies Date Description 1 10/30-31, 11/1-2 Field Reports 1 11/6, 11/7, 11/10 Field Reports THESE ARE TRANSMITTED as checked below: Remarks: = For approval X For your use For review and comment COPY TO: Mr. Ken Beaudoin Tony Patilco Building Official Mr. Doug Hurley Ms. Carrie Johnson Signed: htl) r FIELD SKETCH Project: Wal*Mart #2901 North Ham ton Eastern - Materials Testing Project No.: 00362C Date: /i-E �.o Laboratory a Division ofJaworski Geotech, Inc. - - --- - --- ------------- -- Y Y I � ij � I ! _i eq{ it - I tt vy0(j CDkILf�C� i i i I -. ..._ 2 I� #f 'I Ij Y �2 I Ij I r Eastern A Division of - Materials Testing Laboratory FIELD DENSITY TEST SUMMARY .••••= •.•. JAWORSKI GEOTECH.INC, Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 00362C Weather: Cloudy 50's Date: 11/6/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcQ (%) (pct) (%) Compaction Compaction ... ... .............. 1 Sidewalk in front of 4" C1030-00 146.0 7.6 141.9 6.3 97:2:::: ::: 95 building at 6 line BFG 2 Sidewalk in front of 4" C1030-00 146.0 7.6 139.8 6.0 95 building at 7.5 line BFG 3 Sidewalk in front of 4" C1030-00 146.0 7.6 139.4 6.4 9$;$ :: ::: 95 building at 11 line BFG .. .. . .......... ..... MATERIAL DESCRIPTION: t Grayish brown C-F GRAVEL and C-F SAND,trace SILT Both materials have same description NOTES Stone chart was used for proctor because 1 1/2 stone was added F W el�Q� A` Div,ision of Eastern Materials 1 Testing FIELD REPORT ° - Laboratory JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton,MA Contractor: Konover Project No.: 00362C Weather: Cloudy, 50's Date: November 6, 2000 Purpose: To provide construction monitoring services, and to evaluate by observation and/or testing whether work generally conforms to project plans and specifications. Contractor Activities: Concrete Floors Company placed 69-yards of Construction Service 4,500 psi concrete mix into sidewalks along the front of the building from 5 line to 11.5 line. The concrete was placed over processed (grayish brown C-F Gravel and C-F Sand, trace Silt). A chute was used to transport the concrete. Monarca Masonry laid 12-inch cement block line A.9 between line 7.6 and 8.5 elevation to 110.0 to 116.1, and 8-inch cement block around columns A.9-10.3, A-10.3, and A.9-9.8 elevation 105.4 to 110.7. L&D Services Inc was observed fine grading processed (grayish brown C-F Gravel and C-F Sand, trace silt) for sidewalks in front of building from line 5 to line 11.5. A compactive effort was applied using a heavy Wacker plate compactor. JGI Activities: Three field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Reinforcing steel was reviewed prior to today's concrete placement. The steel was observed to be placed in general accordance with project drawings. Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:�_ Date: 11/17/00 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. FIELD SKETCH lProject: Wal*Mart #2901 , North Hampton Eastern Materials Testing Project No.: 00362C Date: i i - c Laboratory a Division ofJaworski Geotech, Inc. .. ................. ---------- T J-I T, --rw ---- ----- ---------------it------ J i7 .7 ei- ----- ------ --------- it rz 75, 0, r2 e 0- -------4-1 T ,Sao o+ i I I i III i� i I ii I i I II I Eastern A Division of - Materials Testing _ Laboratory �e�ee� ee jO FIELD DENSITY TEST SUMMARY JAWORS1 GEOTECH.IN Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 00362C Weather: Clear 60's Date: 11/2/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) ('%") (pcf) ('%) Compaction Compaction ........ ... .... . .... 1 Sidewalk in front of bldg Finished C1030-00 146.0 7.6 143.1 6.0 98;0 95 65 feet froth south Subgrade 2 Sidewalk in front of bldg Finished C1030-00 146.0 7.6 141.7 5.8 97:1 95 95 feet from south end Subgrade .......... ... .... ... MATERIAL DESCRIPTION: Grayish brown C-F GRAVEL and C-F SAND,trace SILT NOTE: Stone correction chart was used for proctor 1 1/2-inch stone was added i i i '�� A Division of Eastern - Materials _ - - Testing REPORT Laboratory FIELD REPO o,00 ooeoQ°oo. JAWORSKI Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Project No.: 00362C Weather: Clear 60's Date: November- 2, 2000 Purpose: To provide construction monitoring services, and to evaluate by observation and/or testing whether work generally conforms to project plans and specifications. Contractor Activities: Monarca Masonry laid 12-inch cement block along line A.9 between lines 7.6 and 8.5 and between lines 9.6 and 10.4 at elevation 104.0 to 110.0. Monarca Masonry placed 8-yards of Construction Service 3,000 psi grout into cement blocks along line G between 0.1 and 0.9 at elevation 112.0 to 117.4, between lines F and G along line 0.1 at elevation 110.0 to 117.4 and along line F between lines 0.1 and 0.9 at elevation 1 10.0 to 117.4. L&D Services Inc was observed fine grading processed material (grayish brown C-F Gravel and C-F Sand, trace silt) for sidewalks in front of building from 55-feet from the south end of the building to 125 feet from the south end. A compactive effort was applied using a Bomag vibratory roller and a Wacker plate compactor. JGI Activities: Two field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. One Mortar compressive strength test sets were fabricated from today's masonry activities in general accordance with ASTM C 109. Refer to the Compressive Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:�W Date: 11/16/00 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. I I i I I i ''' FIELD SKETCH Project: Wal*Mart #2901 , North Hampton Eastern Materials Project No.: 00362C Date: =1A Testing Laboratory it Ji i i I i I II �� i A Division of Eastern ::� ;:_->-:-� Materials - Testing FIELD REPORT - Laboratory ,!,o.eOOO000. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. JAWORSKI Northampton, MA Contractor: Konover GEOTECH, INC. Project No.: 00362C Weather: Clear 50's Date: November 1, 2000 Purpose: To provide construction monitoring services, and to evaluate by observation and/or testing whether work generally conforms to project plans and specifications. Contractor Activities: Concrete Floors Company placed 22-yards of Construction Service 4,500 psi concrete mix into sidewalks in front of"Wear it Well" and in front of the building 48-feet of the south end. The concrete was placed over processed gravel (grayish brown C-F Gravel, and C-F Sand, trace silt). F. Monarca Masonry laid 12-inch cement block along line A.9 between line 7.6 and 8.5 and between line 9.6 and 10.4 elevations 100.0 to 104.0. JGI Activities: Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. One Mortar compressive strength test sets were fabricated from today's masonry activities in general accordance with ASTM C 109. Refer to the Compressive Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:N Date: 11/16/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. r j f i i i �I >1 Ci F. 'r it bb lUl TW1 - dti fN / Ij W.�'�H� nom+ ', �_ •�+ � wn... ` ,.J b,ntt xml lxnu<f II O o '� ��,. °.��i►,:, e141n„:nbb,6naAUwuY _ — L , ? Z •;iy,, ',, �f t S1ORY CONCRETE BLOCK e°n..'i•°" Y O , ; BUILDING uun O l ' WEAR It WAL*MART KNltilrll�{; .-.leoai WELL lira U. CL - SGR rr I; i ma°'d IN TAIL 11 r f./.E. I5e.17 i IN a•a im ee+ ` F eao. G arwR,nw I •},.. 1 � eCP P f}�• � 900•nri O^ �.u:<,,u,.. R !oNcA rt G f•MwIL Alt amfd *r e }SP s f GE Nt S b LAY U e"iv�g�.g � _ � "_ �>• - 8 H_— � �,�JG`9�N ptg(r� 1 l \:\ 1r?yE :i.. f r •Y P a — — — "1 EE11ttt'lJ.@IItKE rtmR�. ,i+e,i' Q ww 1 C V _ \ ,, _ I .jJ �\/\�\`��\� ANp CIIAaRlO r r r ck f'• r — r h A aaEE�1 ` - =j d � � euRe c � \ �F•�� a nIw„l 'KRlvc nIRWO, \ , � K RII A110 w ® 1►xa ildlf ►1 ktn f \Vl' L Awe*kni 1ih1Af V"S �.pl hl 4 It a6F dikb i '4�r; - ror ;a�1 y ©fltl W O N J d r�w,tf fl t+ua �WA faw>«b.N,l WOO k.fk nn. u �s� S' Q C_ 1 1 t 1�ebi.}e W IUw p1,r r (AfhUtf t cokuitrt)6-41 It iduan A MI e (1• (,( J�Idlll4 i1,Al 4Qf H AN J \ `� e V V'� _`e:,' � Ql { SITL DAT /, \ 1yti ru+c S � SHOpPINd ftNtER bUILbING EA 137,328 S.F. M 6AkkiNd Wft§ Otounto 453 s � u PAkKINd`tPAcLS bkOVIDW 453 '1 -- tt pAaKINd kAtIo 3,33 a ,�,�✓ S��y3 wt R la ,. - e S•r. S es Re wired ¢ >, �Ft �tF PAINT STRIPING LEI f / \ \ \\ s' / $ .� !rA/1•-SNCIt MILE xOtp lnf/ 'r 1L4�a� 6•A�� 3 2 i� t� oA/x -e"TT rxvow ..uc r n..n__- '--- o r-tn <r +�." � l fw nx•-s++wt wxrt can Inc/xP O z . U U N � O O i•, f.. a. a i i 4 i i i I ii i� i Eastern A Division of - Materials - Testing Laboratory FIELD DENSITY TEST SUMMARY JAWORS1 GEOTECH, IN Project: Wal*Mart Store#2901 Client: Wal*Mart Stores,Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 00362C Weather: Cloudy 50's Date: 10/31/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) (%) (PC) (%) Compaction Compaction 1 In front of Wear it Well Finished C1030-00 146.0 7.6 142.3 7.0 97.;$: :::::... 95 north end Subgrade 2 In front of Wear it Well Finished C1030-00 146.0 7.6 140.9 6.6 96;5 95 south end Subgrade MATERIAL DESCRIPTION: Grayish brown C-F GRAVEL and C-F SAND,trace SILT NOTE: Stone correction chart was used for proctor 1 1/2-inch stone was added i I i J A Division of mmEastern - Materials o\4 Testing Laboratory FIELD REPORT 0000°000 �r JAWORSKI Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: Cloudy 50's Date: October- 31, 2000 Purpose: To provide construction monitoring services, and to evaluate by observation and/or testing whether work generally conforms to project plans and specifications. Contractor Activities: Concrete,Floors Company placed 66-yards of Construction Service 5,000 psi concrete mix into the slab on grade over processed Gravel (grayish brown C-F Gravel and C-F Sand, trace Silt) in the southeast portion of the truck dock turnaround. L&D Services Inc. removed concrete sidewalks in front of "Wear it Well". Six-inches of brown C-F Gravel and C-F Sand, trace Silt was removed. The area was proof rolled using a Bomag vibratory roller and a heavy Wacker plate compactor. Six-inches of processed Gravel was spread and a compactioe effort was applied using the same equipment. JGI Activities: Two field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:X1,71 Date: 11/16/00 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaisorski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. i i I I I i i _ -___ �� ed CD { w ull ?i 1� W1f� M .w., •'...r.Li .ao 11.(1 - titi MME ,y, '•1;4t4, jt(1 sty L ., �' t Tai t:• _7' - ' T� IAN I R �• I a.>w�.cm1 �~ inn. �rr r 1 f I) I leVR IRA b lof Wnu.(' (( p ewwu.a 0 _ h A•h C °a2Y°+ _ I STORY COIJCREIE BLOCK Z •' �/• ;' ;T� �'•" '� BUILDING _ Q WEAR It f: " 1 W/AL*MART �� •• ,t� WELL V CL - SGR faw�`�`OSi RETAIL PR C aat°e.e ii r R'0`+ia�uorc z,:: + :i!4 r � >f J E t c y A t t •, N � " .I It ENt . a " �/ � f�r,�1•� ��e k� '• ! r rt__ µ � •r RLAY- v j n u�ivu,iii cR[ MwA°t k � ••`'',,,•�1..''��.t� V d "� L M ":°r:�»Ate•.n a•rra e.Y. , 1�T } F orAVE nIROUCl/ W aid OKRIIANO A r E Pik H �' AheAY 4urt ul,lkr � �:-±i. / _ _ ,• �ti,y yyy� � J L V.�r id It 1t Y6F Ikkb t s�y, r. �{ Cr a ©MN*J 416t{Nk Akk KJA k*M bWW faaAtt ARF FA*ttxf. S r. .°{� IS-.i?j.S ',;;ri;.i•FI:�.�':�r!•�� ° eo g 1 1144 e�IwtD b 11A'If 41111 F IFlM1111 cilariFlD l�All k iA.ar Nla Moan. � •Y S." ti� K,Aff 1, C ©�d1Ud Ilk 611A1 Mlltf fl `�. " „` •pp� r� 0 SHOPPINO 13MER SUILDINO A EA 137,328 S.F. \ c^ MOM trktt hERUIREb 453 rP. � F %10 PARKINd`SPAcO f NOVIDED 453 PAIMNd hAilo 3.33 \ 4 .. ^atr.tt o 6, . . Required \ •+^1.."'� \\ �� O r a� y B ' R � S es PANT S STRIPING FIa N G EL, E+, e�/ PIo W 4. a _bm 4J3 l 5< O z a> a� 'o 'o I i I t I i I, I r i i I Eastern Division of - Materials Testing Laboratory FIELD DENSITY TEST SUMMARY . .•• •..., JAWORSF GEOTECH,IN, Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 00362C Weather: Cloudy 40's Date: 10/30/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) (/ c " ) (p ) ("/) Compaction Compaction 1 See Field Sketch Finished C1030-00 146.0 7.6 140.9 6.1 X6;5 95 Subgrade 2 See Field Sketch Finished C1030-00 146.0 7.6 143.2 5.7 X8;1 95 Subgrade 3 See Field Sketch Finished C1030-00 146.0 7.6 141.7 6.0 97;1: 95 Subgrade 4 See Field Sketch Finished C1030-00 146.0 7.6 140.8 5.8 96:4:::::: 95 Subgrade MATERIAL DESCRIPTION: Grayish brown C-F GRAVEL and C-F SAND,trace SILT NOTE: Stone correction chart was used for proctor 1 1/2-inch stone was added t s; A ,Division of Eastern -` ": + Materials - Testing FIELD REPORT � . o Laboratory Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc: ` ° AWORSKI Northampton, MA Contractor: Konover EOTECH, INC. Project No.: 00362C Weather: Sunny 40's Date: October 30, 2000 Purpose: To provide construction monitoring services, and to evaluate by observation and/or testing whether work generally conforms to project plans and specifications. Contractor Activities: Concrete Floors Company placed 99-yards of Construction Service 5,000 psi concrete mix for the slab on grade at the truck roadway south of the building, southwest portion. The concrete was placed over processed grayish brown C-F Gravel and C-F Sand, trace silt. L&D Services Inc was observed fine grading the truck roadway southeast portion south of the building. A compactive effort was applied using a Bomag vibratory roller and a heavy Wacker plate compactor. L&D removed the existing sidewalks east side of building south end and 6-inches of C-F Sand, trace silt. A compactive effort was applied and 6-inches of process (grayish brown C-F Gravel and C-F Sand, trace silt) was spread. A compactive effort was applied using a Bomag vibratory roller. JGI Activities: Four field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. Prepared by: P. Lefebvre Reviewed by:?)M_ Date: 11/16/00 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. i i i I I I i �i i CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY T sting Laboratory Project: Wal*Mart #2901 Project No. : 00362C A Division of North Hampton, MA Contractor: Konover Construction - - Client: Wal Mart Stores e Supplier: mixed on site JAWORSIG OEM INC- PLACEMENT DATA Date Cast: 10/16/00 Set No. :M 3 Test Specimen Type: Sample Width 2.00 Length 2 .00 Hollow Masonry Prism L/W Ratio: 1. 00 :1 Grouted Masonry Prism Grout Required Strength: 1800 psi Mortar EMTL Technician: P. Lefebvre Mix Proportions: 2-92.6 lb bags of Type Quantity: n/a I/II Cement, 1-50 lb bag Slump: n/a of Lime and 40 shovels of Sand Truck No. : n/a Ticket No. : n/a Specimen Temperature: 60 degrees F Weather: cloudy, 53 degrees F Total Location of Masonry Construction: Between F and G line along 0.1 line elevation 104 .0 to 110.01 G line between 0.1 and 0.9 elevation 104.0 to 108.0, and between E.5 and F along 0.9 elevation 100.0 to 104.0 Location of Sample Origin: 0.1 line at F.3 elevation 106.0 Comments: Specimen No. M 3 A M 3 B M 3 C Date Cast 10/16/00 10/16/00 10/16/00 Date Tested 10/23/00 11/13/00 11/13/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.66 0.64 0.62 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 13,289 23,269 22,944 Stress (psi) 3,320 5,820 5,740 Reviewed By: Date: ` / � NVLAP LAB CODE#.10315-0 TEST RESULTS DO n DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS procedures performed in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. i i i I i i i Eastern A Division of - Materials Testing Eastern Materials Testing Laboratory Laboratory a division of a AP #10315-0 JAWORSKI GEOTECH INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubContractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 11/10/00 Cylinder Set No. : C20 Time: 11:00 Truck No. : 261 Class Concrete: 3, 000 psi no air Ticket No. : 110500 Total Quantity 11 cy Batch Time: 9:59 Batch Quantity: 11 cy Method of Placement: concrete buggy Air: Specified: 6 1.5% Measured: 1.7%7% Location of Sample: Slab on grade at 3-feet Slump Specified: 5.0" max west of A.9-9.5 Measured: 4.0" Total Location of Placement: Slab on grade 5-feet strip west of A.9 line Unit Weight: 146.66 lbs/cu./ft. between 7.7 and 10.3 Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 70 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: rain, 50 degrees F End Area: 28.27 sq in Date Retrieved: 11/13/00 Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 424.0 lbs./cu./yd Sand: 1463.0 lbs./cu./yd Types of Fracture Cem2 Fly Ash 78.0 lbs./cu./yd Water: 227.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Ad 1 Poz 20 50.9 oz/cu./yd Agg 1 3/4"Gr 1834.0 lbs./cu./yd Ad2 oz/cu./yd 1 Agg 2 lbs./cu./yd Ad3 oz/cu./yd /� A 11 Agg 3 lbs./cu./yd Ado oz/100 CWT . 11 Cone Coat and Qm and Shur Columns( Sand Moisture: 4.0% Stone Moisture: n/a Split Sher COMPRESSIVE STRENGTH DATA Cylinder ID C 20 A C 20 B C 20 C C 20 D Date Cast 11/10/00 11/10/00 11/10/00 11/10/00 Date Tested 11/17/00 12/8/00 12/8/00 1/5/01 Specimen Age ( 7 days) ( 28 days) ( 2 8 days) (56 days) Cyl.Weight(lbs. ) 28.78 28.88 28.80 28.85 Load (lbs. ) 52,127 Stress (psi) 1,840 Type of Fracture a Reviewed by: G/-/-- Date: X11&1041 The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTMstandards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. Eastern A Division of _ Materials Testing Eastern Materials Testing Laboratory Laboratory a division of 0 VLAP#10315-0 JAWORSKI GEOTECH, INC. o oeOaedoo,aoo JAWORSKI CONCRETE DATA SUMMARY CEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores Subcontractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 11/6/00 Cylinder Set No. : C19 Time: 10:40 Truck No. : 264 Class Concrete: 4, 500 psi Ticket No. : 110210 Total Quantity 69 cy Batch Time: 9:45 Batch Quantity: 11 cy Method Specified: 6 +/- 1.5% of Placement: chute Measured: 5.1% Location of Sample: Sidewalk 70-feet from Slump Specified: 5.0" max southeast corner of building Measured: 4.0" Total Location of Placement: Sidewalks in front of building from 5 line Unit Weight: 149.11 lbs/cu./ft.plastic Wt. : Cylinder Wt. : X to 11.5 line Concrete Temperature: 73 degrees F Ambient Temp: cloudy, 51 degrees F Cylinder Size: 6 x 12 inches Date Retrieved: 11/10/00 End Area: 28.27 sq in Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 656.0 lbs./cu./yd Sand: 1196.0 lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd Water: 236.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Adl Air 4.0 oz/cu./yd ! Agg 1 3/4"Tr 1825.0 lbs./cu./yd Ad2 Poz 20 65.4 oz/cu./yd Agg 2 lbs./cu./yd Ad3 oz/cu./yd /� A Agg 3 lbs./cu./yd Ado oz/100 CWT Sand Moisture: 4,0% Stone Moisture: n/a Cone Col Coneaad Shear Cdumna� Split ic Shear COMPRESSIVE STRENGTH DATA Cylinder ID C 19 A C 15 B C 19 C C 19 D Date Cast 11/6/00 11/6/00 11/6/00 11/6/00 Date Tested 11/13/00 12/4/00 12/4/00 1/1/01 Specimen Age ( 7 days) ( 28 days) ( 2 8 days) (56 days) Cyl.Weight (lbs. ) 29.26 28.52 29.34 29.20 Load (lbs. ) 110,740 Stress (psi) 3, 920 Type of Fracture a Reviewed by: /'�G�� Date: 1111el`/ The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution maybe made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. Eastern A Division of - Materials _ Testing Eastern Materials Testing Laboratory Laboratory a division of ° VLAP #10315-0 JAWORSKI GEOTECH, INC. ° JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubContractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/20/00 Cylinder Set No. : C12 Time: 9:20 Truck No. : 269 Class Concrete: 4,500 psi Ticket No. : 109362 Total Quantity 88 Batch Time: 8:17 Batch Quantity: 11 cy Method of Placement: chute Air: Specified: 6 Measured: 5.1% Location of Sample: Garden Center northeast corner Slump Specified: 5.0" max Measured: 5.0" Total Location of Placement: Garden Center north end and east side Unit Weight: 148.29 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 74 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: clear, 46 degrees F End Area: 28.27 sq in Date Retrieved: 10/24/00 Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 660.0 lbs./cu./yd Sand: 1209.0 lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd Water: 225.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Ad 1 Air 4.0 oz/cu./yd Agg 1 3/4"Tr 1827.0 lbs./cu./yd Ad2 Poz 20 65.0 oz/cu./yd Agg 2 lbs./cu./yd Ad3 oz/cu./yd /� k A Agg 3 lbs./cu./yd Ad4 oz/100 CWT ; Coat Coat aid Goof and Sha( Columaw Sand Moisture: n/a Stone Moisture: n/a soh Spar COMPRESSIVE STRENGTH DATA Cylinder ID C 12 A C 12 B C 12 C C 12 D Date Cast 10/20/00 10/20/00 10/20/00 10/20/00 Date Tested 10/27/00 11/17/00 11/17/00 12/15/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight(lbs. ) 29.10 29.00 29.04 29.16 Load (lbs. ) 92,054 122,696 130,231 Stress (psi) 3,260 4,340 4,610 Type of Fracture a a a Reviewed by: ��/f Date: The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution maybe made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. Eastern A Division of - Materials Testing Eastern Materials Testing Laboratory Laboratory a division of 0 [NVLAP #1 JAWORSKI GEOTECH, INC. ��ooeoa JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores Subcontractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/19/00 Cylinder Set No. : C10 Time: 9:55 Truck No. : 264 Class Concrete: 4, 500 psi Ticket No. : 109298 Total Quantity 70 Batch Time: 9:20 Batch Quantity: 11 cy Method of Placement: chute Air: Specified: 6 +/- to Measured: 4 .80 Location of Sample: South west portion Slump Specified: 5.0" max of the Garden Center Measured: 4 .5" Total Location of Placement: Unit Weight: 151.56 lbs/cu./ft. South west portion of the Garden Center plastic Wt. : Cylinder Wt. : X Concrete Temperature: 73 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: clear, 59 degrees F End Area: 28.27 sq in Date Retrieved: 10/23/00 Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 659.0 ]bs./cu./yd Sand: 1212.0 lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd Water: 218.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Ad 1 Air 2.0 oz/cu./yd Agg 1 3/4"Tr 1829.0 lbs./cu./yd Ad2 Poz 20 65.0 oz/cu./yd 1 Agg 2 lbs./cu./yd Ad3 oz/cu./yd A j H Agg 3 lbs./cu./yd Ad4 oz/100 CWT ; Sand Moisture: 5.0% Stone Moisture: n/a CO1K CO( Coaeaad Shin Cdumaar Split Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 10 A C 10 B C 10 C C 10 D Date Cast 10/19/00 10/19/00 10/19/00 10/19/00 Date Tested 10/26/00 11/16/00 11/16/00 12/14/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight (lbs. ) 29.74 29.76 29.52 29.74 Load (lbs. ) 109,850 147,420 150,680 not Stress (psi) 3,890 5,210 5,330 tested Type of Fracture a a a / Reviewed by: /�61-" — Date: Il(/ t�( JU The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. Eastern A Division of — Materials — - Testing Eastern Materials Testing Laboratory Laboratory a division of VLAP #10315-01 JAWORSKI GEOTECH, INC. ° .a a eavo00 JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubContractor: DMC Concrete Corporation Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/5/00 Cylinder Set No. : C6 Time: 2 :45 Truck No. : 275 Class Concrete: 3, 500 psi Ticket No. : 108737 Total Quantity 18 Batch Time: 2:15 Batch Quantity: 11 cy Method of Placement: chute Air: Specified: 6 +/- 1.5% Measured: 5.4% Location of Sample: Footing at F-0.9 line Slump Specified: 5.0" max Measured: 5.25" Total Location of Placement: Footings G and F from 0.9 to 8 feet south of Unit Weight: 143 .61 lbs/cu./ft.plastic Wt. : Cylinder Wt. : X 0 .9, spread footing A-10.3, A from 8.8 to 10.3, and between A and A.6 along 10.3 Concrete Temperature: 71 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: rain, 58 degrees F End Area: 28.27 sq in Date Retrieved: Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 481.0 lbs./cu./yd Sand: 1303.0 lbs./cu./yd Types of Fracture Cem2 Fly Ash 87.0 lbs./cu./yd Water: 227.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Ad 1 Air 3.5 oz/cu./yd Agg 1 3/4"Gr 1809.0 lbs./cu./yd Ad2 220N 11.3 oz/cu./yd I I I Agg 2 lbs./cu./yd Ad3 oz/cu./yd /� LA Agg 3 lbs./cu./yd Ad4 oz/100 CWT -, / / \ Sand Moisture: 4.5% Stone Moisture: n/a Cam CO1K"'d Coneaud Snesr Cdumaar Split Spar COMPRESSIVE STRENGTH DATA Cylinder ID C 6 A C 6 B C 6 C C 6 D Date Cast 10/5/00 10/5/00 10/5/00 10/5/00 Date Tested 10/12/00 11/2/00 11/2/00 11/30/00 Specimen Age ( 7 days) ( 28 days) ( 2 8 days) (56 days) Cyl.Weight (lbs. ) 28.18 27.94 27.98 28.06 Load (lbs. ) 78,625 101,440 106, 980 not Stress (psi) 2,780 3, 590 3,780 tested Type of Fracture a a a Reviewed by: Date: ///ZvdU The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division ofJaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. LETTER OF TRANSMITTAL A°`V'S'°"°f - Eastern Materials Testing Lab A Division of Jaworski Geotech, Inc. _o � -..o�oaodo 114 Woodlawn Road JAWORSKI Berlin, CT 06037 cEo-MCH, INC. r, t NOV 2 7 (860) 829-1725 (860) 829-1745 Fax Internet Address: http://www.jgi-geo.com DEPT Of Bn Date:` "`"`' November 21, 2000 Attention: Mr. Keith King Project: Wal*Mart Store #2901 Sent to: Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: X Field work Lab work Figures/Drawings _ Report Other: Copies Date Description 1 11/2, 13, 16, 17 Concrete Data Summary(Set No.: C-6, C-10, C-12, C-19, C-20) 1 11/13 Mortar Test Summary(Set No.: M-3) THESE ARE TRANSMITTED as checked below: Remarks: = For approval Y For your use For review and comment COPY TO: Mr. Ken Beaudoin Tony Patilco Building Official Mr. Doug Hurley Ms. Carrie Johnson Signed: Lt�l' FIELD SKETCH Project: Wal*Mart #2901 , North Hampton Eastern Materials Pr *ect No.: 00362C Date: li - /o — ate Testing 01 =�M� Laboratory a Division ofJaworski Geotech,Inc. ---------- 7 --- -------- ------ 7,1 7 -V- ----- ------ --------- kt .7 T &------------- ------ --- 0--- ---------- -- ............. ----------- tt Q- kill . L i l 1 i A sion of Eastern IOV , r Materials + Testing FIELD REPORT Laboratory F ,oeo�o,oapo 0 WORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: Rain 50's Date: November 10, 2000 Purpose: To provide construction monitoring services, and to evaluate by observation and/or testing whether work generally conforms to project plans and specifications. Contractor Activities: Concrete Floors Company placed 11-cubic yards of Construction Service 3000 psi no air concrete mix on slab on grade over the processed material (grayish brown C-F gravel and C- F Sand, trace silt). The area of placement was a 5-foot strip west of A.9 line between 7.7 and 10.3 line. The concrete was transported using a concrete buggy. JGI Activities: Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:ZW_ Date: 11/20/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. FIELD SKETCH lProject: Wal*Mart #2901 , North Hampton Eastern Materials Testing Project No.: 0 0 3 6 2 C Date: i 1 --7 - C) Laboratory a Division ofJaworski Geotech, Inc. ---------- -------- A- J1. - ------ ------ i7 =7 T----------------- T E� ej - 0- ----------- ------ ................ - - -------- ----- 0- 0 A Division of Eastern Materials ��' Testing FIELD REPORT - Laboratory JArWORSKI Project: WaI*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: Cloudy 50's Date: November 7, 2000 Purpose: To provide construction monitoring services, and to evaluate by observation and/or testing whether work generally conforms to project plans and specifications. Contractor Activities: Monarca Masonry laid 12-inch cement block along line A.9 between lines 9.6 and 10.4 at elevation 110.0 to 116.0. Monarca laid 8-inch cement block around columns A-9.8, A-9.4, A-8.6, A.9-8.2, A-8.2, A.9-7.7, and A-7.7 at elevation to 105.4 to 110.7. L&D Services Inc was observed removing a 10-foot wide strip of existing asphalt along the sidewalk in front of the existing asphalt along the sidewalk in front of the building to make the new asphalt match the curb. JGI Activities: One Mortar compressive strength test sets were fabricated from today's masonry activities in general accordance with ASTM C 109. Refer to the Compressive Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:NeZi Date: 11/17/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. r i I i r I f II i i i A Divisic Eastern - Materials Testing CONSTRUCTION DEVIATION REPORT - Laboratory • °°°°' '' JAWORS GEOTECH.II\ PROJECT: Wal Mart Store CLIENT: Konover Construction Northampton, MA CONTRACTOR: Konover Construction PROJECT NO: 00362C Date Issued: 11/1/00 i Dev. Observed Observed Date No. Deviation Description Date By Action Taken Resolved Resolved 1 Insufficient anchor bolt projections at vestibule 11/1/00 B. Millett columns 9.8-A and 7.7-A. 2 Insufficient anchor bolt PLotection at loading dock 11/1/00 B. Millett column 0.9-F.9. i �� I! i i I A Division of Eastern 4 - Materials DEC 2000 Testing FIELD REPORT M aw. .. Laboratory „ N JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Project No.: 00362C Weather: Clear 50's Date: November 1, 2000 Purpose: To observe structural steel using NDT methods. Contractor Activities: This writer performed a visual inspection of the ongoing structural steel erection at the above referenced project. The following items were observed on this visit: Work was being performed in the front area of the store (vestibule) and rear portion of the building (loading dock). Some bolts appear to be fully engaged while others are loose to facilitate final plumb. The observed welds are correct size, contour and spacing and appear to meet the project specifications. For today's observed deviations, refer to the attached construction deviation form. Additional inspections are required. The General Contractor was notified of these results prior to JGI's departure from the site. Prepared by: B. Millett, Level II Reviewed by: MGH Date: 11/27/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT X IS ATTACHED IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION DOES X DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. ,ji' 1CRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMM Y =V1�btory - ---a 2000 m, f . Project: Wal*Mart #2901 Project No. : 00362C A Division of North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores - •: Supplier: mixed on site JAWORSIG PLACEMENT DATA Date Cast: 10/26/00 Set No. :M 5 Test Specimen Type: Sample Width 2.00 Length 2 .00 Hollow Masonry Prism L/W Ratio: 1.00 :1 Grouted Masonry Prism Required Strength: 1800 psi Grout X Mortar EMTL Technician: P. Lefebvre Mix Proportions: 2-92 .6 lb bags of Type Quantity: n/a I/II Cement, 1-50 lb bag Slump: n/a of Lime and 40 shovels of Truck No. : n/a Sand Ticket No. : n/a Specimen Temperature: 56 degrees F Weather: overcast 50 's Total Location of Masonry Construction: Around two new masonry openings in the Garden Center Location of Sample Origin: Elevation 108.0 over new masonry opening for entrance to Garden Center Comments: Specimen No. M 5 A M 5 B M 5 C Date Cast 10/26/00 10/26/00 10/26,100 Date Tested 11/2/00 11/23/00 11/23,/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.60 0.60 0.60 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 7, 520 15,607 16,568 Stress (psi) 1,880 3, 900 4, 140 ll Reviewed By: /y�G Date: 111,5 ' //(JU INVLAP LAB CODE#10315-0 TEST RESULTS DO ❑ DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS procedures performed in accordance with ASTM C31, ARE NOT COMPLETE NIA C39,C94,C143,0172,C192,C231,C617,C1231. A Division of Eastern ag"M Materials Testing Eastern Materials Testing Laboratory DEC Laboratory 20D� a division of 4 VLAP #10315-0 JAWORSKI GEOTECH, INC. o 0000 oe 000aaa JAV610RSKI CONCRETE DATA SUMMARY CEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubContractor: Harrington Bomanite Corp. Supplier: Construction Service JGI Representative: B. Harris PLACEMENT DATA Placement Date: 11/15/00 Cylinder Set No. : C21 Time: 8:30 Truck No. : 263 Class Concrete: 4, 000 psi Ticket No. : 110627 Total Quantity 18 cy Batch Time: 7:50 Batch Quantity: 11 cy Method of Placement: truck chute Air: Specified: 4-7% Measured: 2.5% Location of Sample: North end of vestibule Slump Specified: 3-4" Measured: 5.0" Total Location of Placement: Vestibule, sidewalk, handicap ramp slab on Unit Weight: 145.64 .Plastic Wt. : Cylinder der Wt Wt. :: X grade X Concrete Temperature: 66 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: sunny, windy, 48 degrees F End Area: 28.27 sq in Date :Retrieved: 11/20/00 Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 500.0 lbs./cu./yd Sand: 1375.0 lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd water: 300.0 lbs./cu./yd a b c d e 7. Cem 3 lbs./cu./yd Adl Fly Ash 90.0 oz/cu./yd Agg 1 3/4" 1825.0 lbs./cu./yd Ad2 Pozzutec 20 10.0 oz/cu./yd Agg 2 lbs./cu./yd Ad3 Air 4.50 oz/cu./yd j / \ 1 I Agg 3 lbs./cu./yd AN oz/100 CWT' Coat Cone aid Coat and Shcsr Columnar Sand Moisture: 5.0% Stone Moisture: n/a split Shar COMPRESSIVE STRENGTH DATA Cylinder ID C 21 A C 21 B C 21 C C 21 D Date Cast 11/15/00 11/15/00 11/15/00 11/15/00 Date Tested 11/22/00 12/13/00 12/13/00 1/10/01 Specimen Age ( 7 days) ( 28 days) ( 2 8 days) (56 days) Cyl.Weight (lbs. ) 28.58 28.70 28.64 28.68 Load (lbs. ) 65,258 Stress (psi) 2,310 Type of Fracture a / Reviewed by: 11 �6/y Date: / /.9960 The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 131,C 617,and C 1131. A Division of Eastern _ Materials Testing Eastern Materials Testing Laboratory Laboratory a division of DEC 2000 ° VLAP #10315-0 JAWORSKI GEOTECH9."INC. JAWORSKI CONCRETE DATA SUMMARY CEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubContractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/31/00 Cylinder Set No. : C17 Time: 10:25 Truck No. : 270 Class Concrete: 5, 000 psi 1 1/2" stone Ticket No. : 109915 Total Quantity 66 Batch Time: 9:19 Batch Quantity: 11 cy Method of Placement: chute Air: Specified: 7 Measured: 5.9%9% 1% Location of Sample: Slab on grade truck dock turn around southeast portion Slump Specified: 5.0" max Measured: 5.0" Total Location of Placement: Unit Weight: 151.35 lbs/cu./ft. Slab on grade truck dock turn around Plastic Wt. : Cylinder Wt. : X southeast portion Concrete Temperature: 72 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: cloudy, 50 degrees F Date Retrieved: 11/1/00 End Area: 28.27 sq in Method of CompresGion: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yardl Ceml 706.0 lbs.Jcu./yd Sand: 1163.0 lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd Water: 256.0 lbs./cu./yd a b c d e Cem 3 lbs.Jcu./yd Adl Air 4.3 oz/cu./yd t Agg 1 1 1/2"TR 1190.0 lbs./cu./yd Ad2 Poz 20 71.0 oz/cu./yd A �/A]Agg 2 3/4 TR 796.0 lbs./cu./yd Ad3 oz/cu./yd Agg 3 Ibs.Jcu./yd Ado oz/100 CWT: / ` Coac Cone and Conc and Shur Columns( Sand Moisture: 4.0% Stone Moisture: n/a split Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 17 A C 17 B C 17 C C 17 D Date Cast 10/31/00 10/31/00 10/31/00 10,131/00 Date Tested 11/7/00 11/28/00 11/28/00 12/26/00 Specimen Age ( 7 days) ( 28 days) ( 2 8 days) (56 days) Cyl.Weight (lbs. ) 29.70 29.58 29.62 29.50 Load (lbs. ) 120, 920 153,950 159,190 not Stress (psi) 4,280 5,440 5,630 tested Type of Fracture a a a Reviewed by: ��JGt� Date: 111';7 P/ )o The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Joworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. A Division of Eastern Materials - Testing Eastern Materials Testing Laboratory � Laboratory a division of UGC 4 2000 VLAP #10315-0 JAWORSKI GEOTECH, INC. _ JA`I610RSI{I CONCRETE DATA SUMMARY CEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores Subcontractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/30/00 Cylinder Set No. : C16 Time: 11:10 Truck No. : 270 Class Concrete: 5, 000 psi Ticket No. : 6639 Total Quantity 99 Batch Time: 10:33 Batch Quantity: 11 cy Method of Placement: chute Air: Specified: 7 Measured: 6 .1°s 1% to Location of Sample: Slab on grade truck roadway 4-feet west of CB-4 Slump Specified: 5.0" max Measured: 4.75" Total Location of Placement: Slab on grade truck roadway southwest Unit Iii Wt. : 150.0 lbs/cu. : X Plastic Wt. : Cylinder Wt. : X portion Concrete Temperature: 72 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: cloudy, 47 degrees F End Area: 28.27 sq in Date :Retrieved: 11/1/00 Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 706.0 lbs./cu./yd Sand: 1161.0 lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd Water: 246.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Adl Air 4.3 oz/cu./yd I I Agg 1 1 1/2"TR 1187.0 lbs./cu./yd Ad2 Poz 20 70.9 oz/cu./yd /� LA Agg 2 3/4 TR 794.0 lbs./culyd Ad3 oz/cu./yd. I Agg 3 lbs./cu./yd Ado oz/100 CWT Coac Cone aril Cone and Shur Columaa( Sand Moisture: 4.0% Stone Moisture: n/a Split Sir COMPRESSIVE STRENGTH DATA Cylinder ID C 16 A C 16 B C 16 C C 16 D Date Cast 10/30/00 10/30/00 10/30/00 10/30/00 Date Tested 11/6/00 11/27/00 11/27/00 12/25/00 Specimen Age ( 7 days) ( 28 days) ( 2 8 days) (56 days) Cyl.Weight(lbs. ) 29.50 29.60 29.62 29.35 Load (lbs. ) 130,510 169,670 183,210 not Stress (psi) 4,620 6,000 6,480 tested Type of Fracture a a d Reviewed by: `� Gl� Date: The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. A Division of Eastern - Materials K." �mTesting Eastern Materials Testing Laboratory , Laboratory a division of 6 D EC � 2000 vLAP#10315-0 JAWORSKI GEOTECH' INC. JAVWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores Subcontractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/25/00 Cylinder Set No. : C15 Time: 9:45 Truck No. : 269 Class Concrete: 5, 000 psi Ticket No. : 6631 Total Quantity 85 Batch Time: 9:08 Batch Quantity: 11 cy Method of Placement•' chute Air: Specified: 7 1° � Measured: 5.8%8% Location of Sample: Truck dock ramp Slump Specified: 5.0" max Measured: 5.5" Total Location of Placement: South end of building slab on grade from Unit Weight: 147.27 lbs/cu./ft. truck dock to southeast corner of Wear It Plastic Wt. : Cylinder Wt. : X Well Concrete Temperature: 74 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: clear, 56 degrees F Date ]Retrieved: End Area: 28.27 sq in Method of Compres,ion: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 706.0 lbs./cu./yd Sand: 1170.0 lbsku./yd Types of Fracture Cem2 lbs./cu./yd Water: 258.0 lbs./cuJyd a b c d e Cem 3 lbs./cuJyd Ad 1 Air 4.4 oz/cu./yd 1194.0 lbs./cu.lyd Ad2 220N 14.2 oz/cu./yd Agg 1 1 1/2"TR �� ri Agg 2 3/4"TR 798.0 lbs./cu./yd Ad3 oz/cu./yd / �A Agg 3 1bsku./yd Ado oz/100 CWT I 1i Conc Coat aria Gott and Spar Columnar Sand Moisture: n/a Stone Moisture: n/a Sprit Shar COMPRESSIVE STRENGTH DATA Cylinder ID C 15 A C 15 B C 15 C C 15 D Date Cast 10/25/00 10/25/00 10/25/00 10/25/00 11/1/00 11/22/00 11/22/00 12/20/00 Date Tested Specimen Age ( 7 days) ( 2 8 days) ( 2 8 days) (5 6 days) � �°•f0 Cyl.Weight(lbs. ) 28.90 28.68 28.78 28.74 °° p Load (lbs. ) 89,582 124, 090 126,360 Stress (psi) 3,170 4,390 4,470 Type of Fracture a a a l e°j%•r,,tt6etst��t`° Reviewed by: 12-761-'- Date: /l/dg/C�u The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tesied,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. fA Division of Eastern - Materials �%fiTesting Eastern Materials Testing Laboratory, Laboratory a division of RCS'• ° VLAP #10315-0 MC Q 2��JAWORSKI GEOTECH, IN .e °° o JAWORSKI CONCRETE DATA SUMMARY T r)F h GEOTECH,INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores Subcontractor: DMC Concrete Corporation Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/2/00 Cylinder Set No. : C3 Time: 3 :35 Truck No. : 260 Class Concrete: 3, 500 psi Ticket No. : 108513 Total Quantity 14 Batch Time: 2 :48 Batch Quantity: 10 cy Air: Specified: 6 +/- 1.5% Method of Placement: chute Measured: 4 .9% Location of Sample: Footing G-0.1 Slump Specified: 5.0" max Measured: 5.0" Total Location of Placement: Truck dock footings: G line from 8 ft. south Unit Weight: 140.34 lbs/cu. of 0.9 to 0.1, between E.2 and G along 0.1 Plastic Wt. : Cylinder Wt. :: X X and F line from 8 ft. south of 0.9 to 0.1 Concrete Temperature: 68 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: clear, 65 degrees F End Area: 28.27 sq in Date :Retrieved: 10/3/00 Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to I cubic yard) Ceml 481.0 lbs./cu./yd Sand: 1300.0 lbs./cu./yd Types of Fracture Cem2 Fly Ash 88.0 lbs./cu./yd Water: 228.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Adl Air 3.5 oz/cu./yd t �' t 1 Agg 1 3/4"Gr 1800.0 lbs./cu./yd Ad2 220N 11,2 oz/cu./yd. X Agg 2 lbs./cu./yd Ad3 oz/cu./yd. 1 1 Agg 3 lbs./cu./yd Ado oz/100 CWT; Cone Coee aid CoMC aad Shat Colutn"( Sand Moisture: 5.0% Stone Moisture: n/a Soit Spar COMPRESSIVE STRENGTH DATA Cylinder ID C 3 A C 3 B C 3 C C 3 D Date Cast 10/2/00 10/2/00 10/2/00 10/2/00 Date Tested 10/9/00 10/30/00 10/30/00 11/27/00 Specimen Age ( 7 days) ( 28 days) ( 2 8 days) (56 days) Cyl.Weight(lbs. ) 27.54 27.54 27.22 27.52 Load (lbs. ) 72,872 95,218 100,750 108,660 Stress (psi) 2,580 3,370 3,560 3,840 Type of Fracture a a a a Reviewed by: fY�G Date: ///� Q/(3 v The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. �- /Y'-i3 LET_ TER OF TRANSMITTAL A D",rsi,,,of Eastern Materials Testing Lab. �' A Division of Jaworski Geotech, Inc. 114 Woodlawn Road 4 JIORSKI Berlin, CT 06037 GEOTECH, wC(860) 829-1725 (860) 829-1745 Fax Internet Address: http://www.jgi-g(,-o.com Date: December 1, 2000 Attention: Mr. Keith King Project: Wal*Mart Store #2901 Sent to: Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: Y Field work Lab work _ Figures/Drawings _ Report Other: Copies Date Description 1 11/22, 11/27, 11/28 Concrete Data Summary (Set No.: C-3, C-15 to C-17, C-21) 1 11/23/00 Mortar Test Summary(Set No.: M-5) 1 l l/1/00 Field Report THESE ARE TRANSMITTED as checked below: Remarks: = For approval For your use For review and comment COPY TO: Mr. Ken Beaudoin Tony Patilco Building Official Mr. Doug Hurley ' Ms. Carrie Johnson Signed: llh' I I i FIELD SKETCH Project: Wal*Mart #2901 North Hampton Eastern - Materials Testing Project No.: 00362C Date: / I - 3'- c c) Laboratory a Division ojJaworski Geotech, Inc. 9 2� I T ++i y pl -----------3 I� 3' AfteO, ofJ�tac�+ti ---- -- - - = -- --*� - 1- -- I I Q- --•--- -•-- i it��1 :- I I 3 Ij Imp I li I -- - I i. Hi _ --� Ij I i li j i ij i{{ i Ij j Ci ae J -~h Alp: 11,WE 4j� 'i �� '.��f I ' ___ � _- �sMn—�_ �� fr.•.e.'�:erJ h I ! � ^`�•� � a.f�•.,�,� .,.•� 1, -- -Off ,r^ I, Pdbk+l fRr ro/rtLL"ao nw•.cf ' '� ( •� f I SIMY MICRE,E BLOCK Z BUILDING Q 1WAL*MleART .,r� T_ 1►� . RLNdYbRKI �-leafy: y. WELL CL — SGR ac,nK f.rr.r r 4>d 4u.Ms.tt P.eq = I soda P».•u ,;;. .; �,,.,a ,,�, W _ 9t ' t••. '} t �:t f, � � i O estPle P•f. R y1� A•ice. ��t rrAtf CUirbrr w,. :; - / � I /�, R y.. ! Y' ! a� ' / — E r,^1 =ti::... e ! / Y�bVERLAV l J -tRfNefNt Md r �` � t � P4 L ' OLE EONIRJR �,i a w�e7._ V 1 \ flu um wA,k— T 1 IE A ESE , ` ' ; - , n — —_ _ I d ® ARM tow I IAdfrfffl � - ±: -4.• RL kl r IY Ifif - a r f� tbte,IR�.�Adl Mbfl kdadf besrlf7loe,rfr Nd lAd»rrf. � •'�� '.•.,s. +.'.^c'ir• ...:s .i.tl:. ':r.{:,�. Mo �'61�i1 A R ih u fUw wr<y I(AYsfk,S c81dt q b!u a If.us a» !bi Iwta RI v 511 L D)A tilopalNd btNt€r2 WILbINo LA 137,328 s.r. g r(3 fi RINO.WtO hLbulpw 453 PA"RIN6 SbAag 453 _ \� t� pAilf'?kI laNtl't.l,Atlo p -3. ^•+��"\ e*a if Ta SWIPING�L 9e s. SAFeS equiret x N•_t r uo M t solar f w e art f 1"/W_aNn[Y•R en n rPt/ LL--r ZO h t!) A Division of - Eastern Materials Testing - Laboratory FIELD REPORTr JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: Clear 50's Date: November 8, 2000 Purpose: To provide construction monitoring services, and to evaluate by observation and/or testing whether work generally conforms to project.plans and specifications. Contractor Activities: Lane Construction Corp was observed laying binder course asphalt in a 10-foot wide strip in front of the garden center. Lane began to overlay the parking lot with 1 to 1 1/2-inches of Massachusetts State topping mix starting at the north end in front of Biglots going south. A compactive effort was applied using a static and vibratory roller. Monarca Masonry placed 16-yards of Construction Service 1 : 3 grout into 12-inch cement block along line A.9 between lines 7.6 and 8.5 and lines 9.6 and 10.4 from elevation 100.0 to 116.0. Observation holes were created at the bottom of the wall to see that the wall was completely filled. This writer observed that the piers in the battery storage area were poured 5-inches too high. JGI Activities: Reinforcing steel was reviewed prior to today's grout placement. The steel was observed to be placed in general accordance with project drawing Barker Steel ROL Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by: Date: 11/24/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. ..ONCRETE MASONRY, MORTAR, OR Eastern T •ls GROUT COMPRESSIVE TEST SUMMARY Laboratory Project: Wal*Mart #2901 Project No. : 00362C A Division of North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores Supplier: Construction Service JAWORSKI GE011JCFi,INC. PLACEMENT DATA Date Cast: 11/2/00 Set No. :G 2 Sample Width 3 .00 Length 7 .00 Test Specimen Type: Hollow Masonry Prism L/W Ratio: 2 .33 :1 Grouted Masonry Prism Required Strength: 2000 psi X Grout Mortar EMTL Technician: P. Lefebvre Mix Proportions: Quantity: 8 cy 1 part Cement, 3 parts Sand Slump: 8.0" Truck No. : 275 Ticket No. : 110145 Specimen Temperature: 78 degrees F Weather: clear, 66 degrees F Total Location of Masonry Construction: G line between 0.1 and 0.9 elevation 112.0 to 117.4, between F and G along 0.1 elevation 110.0 to 117.4 and F line between 0.1 and 0.9 elevation 110.0 to 117.4 Location of Sample Origin: F line at 0.5 elevation 110.0 to 117.4 Comments: Specimen No. G 2 A G 2 B G 2 C G 2 D Date Cast 11/2/00 11/2/00 11/2/00 11/2/00 Date Tested 11/9/00 11/30/00 11/30/00 11/30/00 ( 7 days) (28 days) (28 days) ( 28 days) Weight (lbs) End Area (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 16,469 30,730 32,550 27,388 Stress (psi) 1,560 2, 910 3,080 2,590 Reviewed By: Date: X FWVLAP LAB CODE#10315-0 TEST RESULTS DO DO NOT The above rqwrted test results were attained through COMPLY WITH SPECIFICATIONS procedures pafbnm in accordance with ASTM C31, E] ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. ,JNCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY 1:9 a�tory Project: Wal*Mart #2901 Project No. : 00362C ►►► A,,, Division of North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores < .,o Supplier: mixed on site JAWORSKI GEOl 'ALE' i,INC. PLACEMENT DATA Date Cast: 11/1/00 Set No. :M 6 Test Specimen Type: Sample Width 2.00 Length 2.00 Hollow Masonry Prism L/W Ratio: 1.00 :1 Grouted Masonry Prism Required Strength: 1800 psi Grout X Mortar EMTL Technician: P. Lefebvre Mix Proportions: 2-92 .6 lb bags of Type Quantity: n/a I/II Cement, 1-50 lb bag Slump: n/a of Lime and 40 shovels of Truck No. : n/a Sand Ticket No. : n/a Specimen Temperature: 61 degrees F Weather: clear, 57 degrees F Total Location of Masonry Construction: 12-inch cement block along A.9 line between 7.6 and 8.5 and between 9.6 and 10.4 lines elevation 100.0 to 104.0 Location of Sample Origin: A.9 line at 10 line elevation 102 Comments: Specimen No. M 6 A M 6 B M 6 C Date Cast 11/1/00 11/1/00 11/1/00 Date Tested 11/8/00 11/29/00 11/29/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.60 0.60 0.610 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 10,433 15, 978 14,277 Stress (psi) 2,610 3,990 3,570 Reviewed By: A Date: 2- /J-/ou NVLAP LAB CODE#10315-0 TEST RESULTS gDO F] DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS procedures performed in accordance with ASTM C3 ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. A Division of Eastern - Materials Testing Eastern Materials Testing Laboratory �%fi Laboratory a division of e VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubContractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 11/6/00 Cylinder Set No. : C19 Time: 10:40 Truck No. : 264 Class Concrete: 4, 500 psi Ticket No. : 110210 Total Quantity 69 cy Batch Time: 9:45 Batch Quantity: 11.0 cy Air: Specified: 6 +/- 1.5% Method of Placement: chute Measured: 5.1% Location of Sample: Sidewalk 70-feet from Slump Specified: 5.0" max southeast corner of building Measured: 4 .0" Total Location of Placement: Unit Weight: 149.11 lbs/cu./ft. Sidewalks in front of building from 5 line Plastic Wt. : Cylinder Wt. : X to 11.5 line Concrete Temperature: 73 degrees F Ambient Temp: cloudy, 51 degrees F Cylinder Size: 6 x 12 inches Date Retrieved: 11/10/00 End Area: 28.27 sq in Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml 656.0 lbs./cu./yd Sand: 1196.0 lbs./cu./yd Types of Fracture Cem2 lbs./culyd Water: 236.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Ad 1 Air 4.0 oz/cu./yd 1 s I I Agg 1 3/4"Tr 1825.0 lbs./cu./yd Ad2 Poz 20 65.4 oz/cu./yd LA 1 Agg 2 lbs./cu./yd Ad3 oz/cu./yd Agg 3 lbs./cu./yd Ad4 oz/100 CWT Cone Coat aril Coact and Shur Cotumaar Sand Moisture: 4.0% Stone Moisture: n/a Soft Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 19 A C 19 B C 19 C C 1.9 D Date Cast 11/6/00 11/6/00 11/6/00 11/6/00 Date Tested 11/13/00 12/4/00 12/4/00 1/1/01 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight(lbs. ) 29.26 28.52 29.34 29..20 Load (lbs. ) 110,740 162, 940 160, 970 not Stress (psi) 3,920 5,760 5,690 tested 4 Type of Fracture a a a Reviewed by: JG'/� Date: The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 23/,C 617,and C 1231. A Division of Eastern - Materials Testing Eastern Materials Testing Laboratory Laboratory a division of ° VLAP#10315-0 JAWORSKI GEOTECH, INC. oa°000a o JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores Subcontractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 11/1/00 Cylinder Set No. : C18 Time: 1:55 Truck No. : 252 Class Concrete: 4, 500 psi Ticket No. : 110008 Total Quantity 22 Batch Time: 12 :59 Batch Quantity: 11 cy Air: Specified: 5 3% 1.5% Method of Placement: chute Measured: 5.3% Location of Sample: Sidewalk in front of Wear It Well north end Slump Specified: 5.0" max Measured: 4 .0" Total Location of Placement: Sidewalks in front of Wear It Well and in Unit Weight: 148.50 lbs/cu./ft. front of building 48-feet of south end. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 73 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: clear, 57 degrees F Date Retrieved: End Area: 28.27 sq in Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 659.0 lbs./cu./yd Sand: 1194.0 lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd Water: 236.0 lbs./cu./yd a b C d e Cem 3 lbs./cu./yd Ad 1 Air 4.0 oz/cu./yd 2 11 1 Agg 1 3/4"Tr 1827.0 lbs./cu./yd Ad2 Poz 20 65.0 oz/cu./yd X LA Agg 2 lbs./cu./yd Ad3 oz/cu./yd !! Agg 3 lbs./cu./yd Ado oz/100 CWT Come Cone aid Cone and Shear Colummu Sand Moisture: 4.0% Stone Moisture: n/a soil Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 18 A C 18 B C 18 C C 1.8 D Date Cast 11/l/00 11/1/00 11/1/00 11/1/00 Date Tested 11/8/00 11/29/00 11/29/00 12/27/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight(lbs. ) 29.14 29.06 29.28 29.24 Load (lbs. ) 127,050 154,740 174,510 riot Stress (psi) 4,490 5,470 6, 170 tested Type of Fracture a a a Reviewed by: Date: % Z/y/UCJ The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Joworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. LETTER OF TRANSMITTAL A D;vis;o of Eastern Materials Testing Lab . - A Division of Jaworski Geotech, Inc. _o a�eao a�o 114 Woodlawn Road JAWORSKI Berlin, CT 06037 GEOTECH, INC. (860) 829-1725 (860) 829-1745 Fax Internet Address: http://www.jgi-geo.com Date: December 6, 2000 Attention: Mr. Keith King Project: Wal*Mart Store #2901 Sent to: Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: X Field work Lab work Figures/Drawings Report Other: Copies Date Description 1 11/29, 12/4 Concrete Data Summary(Set No.: C-18, C-19) 1 11/29 Mortar Test Summary(Set No.: M-6) 1 11/30 Grout Test Summary (Set No.: G-2) 1 11/8/00 Field Report THESE ARE TRANSMITTED as checked below: Remarks: = For approval X For your use For review and comment COPY TO: Mr. Ken Beaudoin Tony Patilco Building Official Mr. Doug Hurley Ms. Carrie Johnson Signed: l�.�T FIELD SKETCH Project: /�,q� _1,VI)Q7 4��90/ Eastern Materials Testing ProjectNo.: �� (' Date: 11-/s-6>6 Laboratory a Division of Jaworski Geotech, Inc. Id N Q c c Q U \ 2 �i h L► � � I A Division of Eastern `=._._�.r - Materials r ' Testing - Laboratory FIELD REPORT do�000� JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: Sunny, Windy 48 degrees Date: November 15, 2000 Purpose: To review concrete construction, fabricate specimens for strength testing, and observe placement of reinforcing steel. Contractor Activities: Upon this writer's arrival at the job site, it was observed that Harrington Bomanite Corp had prepared a slab on grade for a vestibule, 2 areas of sidewalk and a handicap ramp for concrete placement. Subsequently, 11-cubic yards of 4,000 psi concrete was placed by means of truck chute and wheelbarrow, manually vibrated and worked into place and finished with hand trowels. JGI Activities: This writer observed the footing bearing surfaces as discussed above with reinforced steel to be firm and suitable for concrete placement. This writer could not review match truck tickets against the mix design. No mix design was listed on truck tickets or on job site for 4,000 psi concrete placement. This writer called supplier and requested that mix design be faxed to JGI's office. This writer also observed the placement of concrete including consolidation. The air, slump, concrete and ambient temperatures met specific requirements. Cold weather post placement protection was discussed; the concrete was mixed with Pozzutec 20,and if temperature dropped below freezing, then the placement areas would be covered with plastic. Reinforcing steel was reviewed prior to today's concrete placement. The steel was observed to be placed in general accordance with project drawings(S3, 3/9/00). Concrete compressive strength test cylinders were fabricated from today's concrete placement in accordance with ASTM C 31. Refer to the Concrete Strength'Test Summary of this date for details. The General Contractor was notified of these results prior to Kil's departure from the site. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: B. Harris Reviewed by:!l Date: 11/27/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. FIELD SKETCH Project: Wal*Mart #2901 , North Hampton Eastern Materials Project No.: 00362C Date: 1 i - j4-C)c Testing �am Laboratory a Division ofJaworski Geotech, Inc. - ------------ z -li; A A 0-- .1, J. --- -- ------ -- -- ------ --- - --- it ---- ----- ------------ - L---- -------- -41) ------ ---- Nt *--- --- 01 - --- ------- --- - .......... A Division of _ Eastern Materials - Testing - Laboratory FIELD REPORT JAWORSKI Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: Rain 40's Date: November 14, 2000 Purpose: To provide construction monitoring services, and to evaluate by observation and/or testing whether work generally conforms to project plans and specifications. Contractor Activities: Monarca Masonry placed 4-yards of Construction Service 1 to 3 grout into existing 12-inch cement block foundation between E.5 and G along line 17 at elevation 96.7 to 101.5. Concrete Floors Co placed 5-yards of Construction Service 4,500 psi concrete mix into slab on grade patches shown on Field Sketch. The concrete was transported using a concrete buggy. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:nt�R Date: 11/27/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution maybe made. FIELD SKETCH Project: Wal*Mart #2901 , North Hampton Eastern Materials Testing Project No.: 00362C Date: I Laboratory a Division ofJaworski Geotech, Inc. —L1 �.d ji; Pal 71 ---*------ - F-- J7 4 14- T' J. 0- P) ----------- --- --------- t — i i S, - --- - -- ---- -T d 0- --- ------- — ......... .. N A Division of Eastern - Materials Testing - Laboratory FIELD REPORT JAWORSKI Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: Cloudy 50's Date: November 13, 2000 Purpose: To provide construction monitoring services, and to evaluate by observation and/or testing whether work generally conforms to project plans and specifications. Contractor Activities: Monarca Masonry placed 24-yards of Construction Service grout (1:3 mix) into existing 12- inch cement block foundation along line G between lines 6.5 and 17 at elevation 96.7 to 101.5. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:�M Date: 11/20/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution maybe made. MANUFACTURER'S RECORD OF WELDER/WELDING OPERATING QUALIFICATIONS (WPO) Welder Name CLEAVE W. JOHNSON SS# 215-80-9827 Stamp No. CJ Uaing WPS No. SM-P1-F3-4 REV. B Date OCTOBER 25, 1996 The above welder Is qualified for the following ranges. Vorlable Record Actual Values Qualification Used In Quailtieation Range Process SMAW _ SMAW Process Type MANUAL _ MANUAL Backing (OW-402) OPEN BUTT _ OPEN BUTT OR BACKING Material Spec. (OW-403 ) A1068 to A106B Pi .3.40R5 to P1 .3.40R5 Thlckneess Groove . 436" _ .864" Fillet N/A UNLIMITED Diameter : Groove 2XXH 1 " O.D. & GREATER Fillet N/A UNLIMITED Filler Metal (OW-4041 Spec. No. A5 . 1 _ A5. 1 & A5.5 : Ciass No. _ E6016_--/ E7018 ALL : F-No. F3 / F4 F4 8 LOWER Deposited Weld Metal Thickness Groove . 188 / . 248 872" : Fillet N/A UNLIMITED Position (QW-405) 6G _ ALL , Weld Progression VERT. UP VERT, UP Gas Type (OW-408) N/A _ N/A $ackinq Gas (OW-408) N/A Electrical Charaoteristics (QW-409) Current DIRECT _ AC OR OC Polarity REVERSE STRAIGHT OR REVERSE Visual examination Per OW194 SATISFACTORY _ GUIDED BEND TEST RESULTS 001-462.2(a) .QW-462.3(a) . QW-462.3(b) TYPE AND FIG- NO_ RESULTS SB-1 : SIDE BEND: QW462.2 SATISFACTORY SB-2: SIDE HENDi QW462.2 SATISFACTORY SB-3 : SIDE BEND: QW462. 2 SATISFACTORY SB-4 : SIDE SEND: QW462. 2 SATISFACTORY Test Witnessed By RONALD COULSTRING Date OCTOBER 25, 1996 Test Conducted By TRIANGLE ENGINEERING INC. Lab Test No. ST-3564 Per &�tDate /0-'f0-?6 -- We certify that the statements i 0 this record are. correct and that the test welds were prepared, welded and tested in accordance with the requirements of Section IX of the ASME Code. Organ lZat n 4C7_A L wELDI NG 8 ENGINEERING INC. Date Wou 14 - IC,. By � A. IMPA rou I have witnessed and /ispnected welding with the method shown at Six Flags Park, Agawam, MA - during the year by the welder shown. MILLER ENG. & TESTING � •d /� dSS = iO 00 92 daS MANUFACTURER'S RECORD OF WELDER/WELDING OPERATING QUALIFICATIONS (WPQ) Welder Name RICHARD GINGRAS SS# 012-56-0440 Stamp No. RG USing WPS No. SM-P1-F3-4 REV. 0 _Date The above welder Is qualified for the to fowl ng ranges. Variable Record Actual Values Qualification Used In Qualification Range Process SMAW SMAW Process Type MANUAL MANUAL Backing (OW-402) OPEN BUTT OPEN BUTT OR BACKING Material Speo. (QW-403) A108B to A108B P1 .3.40 R5 to_ P1 .3.40R5 Thicknessc Groove ,436" . 864° : Fillet N/A UNLIMITED Diameter : Groove 2XXH 1 " O. D. & GREATER c Fillet N/A UNLIMITED Filler Metal (QW-404 ) Spec. No. __A5. 1 A5. 1 &_ A5.5 Class No. E6010 / E7018 ALL F-No. F3 / F4 F4 A LOWER Deposited Weld Metal Thickness Groove . 188 / .246 : Fillet N/A UNLIMITED Position (OW-405) 6G ALL : Weld Progression VERT. UP VERT. UP Gas Type (OW-408) N/A N/A Backing Gas (OW-408) N/A Electrical Characteristics (OW-4D9) r Current DIRECT AC OR DC ; Polarity REVERSE STRAIGHT OR REVERSE Visual Examination Per OW194 SATISFACTORY GUIDED BEND TEST RESULTS QW-462.2(a) ,QW-462.3(a) . QW-462.3(b) TYPE AND FIG. NO. RESULTS SB-1 : SIDE BEND: OW462.2 SATISFACTORY SB-2: SIDE BEND: QW462.2 SATISFACTORY S13-3; SIDE BENDi QW462.2 SATISFACTORY S8-4: SIDE BENDi QW462.2 SATISFACTORY Test Witnessed By Date Test Conducted BY TRIANGLE ENGINEERING INC. Lab Test No. ST-4269 Per Date 1!-3`gig' We certify that the statement In this record are correct and that the test welds were prepared. welded nd tested in accordance with the requirements of Section IX of the ASME Code. Organization STRUCTURAL WELDING & ENGINEERING. INC. _ Date 4-22-00 8y WPO. FRM I have witnessed and inspected welding with the method shown, at Six Flags Park, Agawam, MA -- during the year by the welder shown. MILLER ENG. & TESTING, IN i I I MNUFACTURER,s RECQRb OE WELDER/WELDING OPERATING QUALIFICATIONS (VMQ) Welder Name JEREMIAH CLARKSON SS# Stamp No. 1083 Using WPS No. SM-P1-F3-4 REV. 0 Date OCTOBER 25,1996 The above welder is qualified for the following ranges. Variable Reoord Actual Values Qualification Used In Qualification Range Process SHAW SHAW Process Type MANUAL MANUAL Backing (QW-402) OPEN BUTT OPEN BUTT OR HACKING Material Spec. (QW-403) A106B to A106B P1, 3, 4or5 to P1, 3, 40r5 Thickness: Groove .436" .864" Fillet N/A UNLIMITED Diameter : Groove 2XXH 1" O.D. & GREATER : Fillet N/A UNLIMITED Filler Metal (QW-404) Spec_ No. A5. 1 A5.1 & A5.5 : Class No. E6010 / E7018 ALL F-No. F3 F4 F4 & LOWER Deposited Weld Metal Thickness Groove .188 / .248 .872" Fillet N/A UNLIMITED _ Position (QW-405) 6G ALL : Weld Progression VERT. UP VERT. UP Gas Type (OW-408) N/A N/A Backing Gas (QW-408) N/A Electrical Characteristic8 (QW-409) Current DIRECT AC OR DC Polarity REVERSE STRAIGHT OR REVERSE Visual Examination Per QW194 SATISFACTORY GUIDED BEND TEST RESULTS QW-462.2(a) ,QW-462.3(a) , QW-462.3(b) TYPE AND FIG. NO. RESULTS S6-1: SIDE BEND: QW462.2 SATISFACTORY SB-2: SIDE BEND: QW462.2 SATISFACTORY 55-3: SIDE BEND: QW462.2 SATISFACTORY SB-4: SIDE SEND: QW462.2 SATISFACTORY Test Witnessed By _Date Test Conducted By TRIANGLE ENG3:XZrAING, XNC. Lab Test No. ST-4677 Per C Date We certify that the statement in this record are correct and that the test welds were prepared, welded and tested in accordance with the requirements of Section IX of the ASME Code. organization STRUCTURAL WELDING & ENGINEERING, INC. Date By STRUCTURAL 2XXH. DOC I have witnessed and inspected welding with the method shown at Six Flags Park, Agawam, MA - during the year by. the welder shown. MILLER ENG, & TESTING, INC. A Division of - Eastern ::: - Materials - Testing - Laboratory FIELD REPORT ovaoed JAWORSKI Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: Rain 40 degrees Date: November 10, 2000 Purpose: To observe structural steel using NDT methods. JGI Activities: This writer performed a visual inspection of the ongoing structural steel upgrade at the above referenced project. The following items were observed on this visit: The new vestibule is complete from lines A to B, 7.7 to 10.3. The expansion joint between the vestibule and the existing building is presently being finished. Joist reinforcement round bar installation under RTU's is complete under RTU number 4. Units numbered 10,16,3 are presently being worked on. RTU numbers 7,8,9,12,13,14 and 17 have yet to be started. The insufficient anchor bolt projection at vestibule columns 9.8-A and 7.7A has been corrected by puddle welding the nut to the anchor bolt. Insufficient anchor bolt projection at loading dock column 0.9-F.9 has yet to be addressed. Additional inspections will be required. The General Contractor was notified of these results prior to JGI's departure from the site. Prepared by: B. Millett, Level II Reviewed by: "W Date: 11/20/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION DOES DOES NOT COMPLI'WITH SPECIFICATIONS X IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution maybe made. It U S, V ;4j 1 O K1UE 110 1 SIORV cote .lE 9LUCK q wtnR it WALAMART !E!klIldRKI �lovl#. WELL CL - SCR 1 — 4° ka f�I i 11»!l. attAtl, tL 1 f �, 1•.,.1 w'f t Ir.6 M wn M,rl1 f+.+r 6u 1+•.. w I y •5, �1 fvM tlrr led IN C- OAPLAY 1:rFtll. ��t rrUf tvh4• �� 1/ ,{�y :S s�?t'' rjlf ,t ° F x t /_ 1 - N _ —•r+_,,. 44�eMcddl w/d 1f��,111 Q��. / 3 ' "r L' i 1 9 CO fit A �f�iolfcunBe•*etk� `I `.i„ T — y �_ -PJ_ Q' � � SA — �i• h I [ t - 4A U: oKniwro 7 o7�'j. ®IltrfllidNl Iblwh! _ - _ L rU,Ml dll bM L4wkY6k W Ib Ae lL�i � 'rye � 'r i � i - `� -- _ .rr � +1•f• L?` NMdI�1fl+Wl W - J1dL hat mla It bel ue fu.te Ne r t ®Ik118b1iMA u IUSt Mfn r (Alhlkl{tNn4ri1/rtu ft.e»Me h,u•.f•. \ _ * / 5�:}'�•�:.,11>• C t`•�t,i y e� �ja` R +bklltktMleruy+rltf 49fz cF � 45PI1L'Xr U �. 51tt UAL i,t ter,,i �Nvk alNd 6�NtE0 fjUiLblNv EA 131,328 s.r. `� ;' f�AitltlNd �pA�! h!QUIR�U 453 t� aAItkINd VAUg Movlbtd 453 S PARWHO hAtld 3.33 U U'd d�•,: �d 5.�. SpA e9 Required �\ ^,••"••� da \ %pFtaT� g� PAINT SOLING LF-i he1o11� 8,di� V� /�.ti �� ' l51*_ - IRmt"sit IKE tot 4, � eantxuarxoetic/1 �? s•anl•_y.x„+•K.ne r•rr/,r C7 t �. ti i I i f FIELD SKETCH Project: Wal*Mart #2901 , North Hampton Eastern = Materials Testing Ifi Project No.: 00362C Date: Laboratory a Division ofJaworski Geotech, Inc. t 4 L L (�J Ai T' Eli -- - mot: ----- ------ - - -4-4- E I @--I--------- ------ ------- st I I 4(D -------------- -- ------- -- 'Ell OLt p L%C e- to--O� of 4- ----- ---- -44 0-- -A� f 19fte0. OF P li I Sig A Division of Eastern - Materials ' Testing FIELD REPORT FI - Laboratory JAWORSKI Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Project No.: 00362C Weather: Cloudy 60's Date: November 9, 2000 Purpose: To provide construction monitoring services, and to evaluate by observation and/or testing whether work generally conforms to project plans and specifications. Contractor Activities: Lane Construction Corporation was observed overlaying the south end of the parking lot and the truck roadway with 1 to 1 ''/z-inches of Massachusetts State Topping Mix. A compactive effort was applied using a static and vibratory roller making multiple passes. Monarca Masonry placed 16-yards of Construction Service 1:2 grout into 12-inch cement block along line E.2 between lines 1 and 4 at elevation 100.0 to 116.0 and along line G between lines 1 and 6.5 at elevation 96.7 to 100.0. Concrete Floors Co placed 15-yards of Construction Service 4,500 psi concrete mix on slab on grade over gray/brown C-F Gravel and C-F Sand, trace silt in areas of the were battery storage slab and slab at rear entrance of truck dock on line G. JGI Activities: Reinforcing steel was observed to be placed in general accordance with project drawings (ROI, Barker Steel). Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:XJR Date: 11/20/00 TEST RESULTS DO . DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution maybe made. 4A 4J ~ man W1 I/Ir r, •T� `� � , f '�.�i� I.1 M.rl M.1 M»•M II uwn. • �. }� II V. '.1 '1F�►It, l G~tl4dtRN` 1+.blml Md M»•.3 � ^ _ •f5 y }� '• 1 I BLOCK "' �" •.•� SIORV MCREIE JJJ ti= 11 BUILDING WALAMART 1 C7 BElkiYdABI ��-laari: ,i WELL CI_ — SOP utlf,K - 0.t.t.-Ise.ro Yu.M».ict A. R ''} � i F �•�taL� f ` { 1[11 J tst+t�Mt.r _—. -'pll �1 wrl^I 't J tl •r -I /fi'Y / i, it 7'E't I'j1 Y� 1"j^C (Y 1 1 f} / �^1�• t - r .� .-':».,. U 1�M �l- �O cvn6. Yi 6VeRIAY— S 1 Itr (, a•mr.m Yrf it r / �4 e �Y.�L y/ p I \ A q"CMVI+rcBINCIk—i S , ;•::.;��'' _ T/ -7' 7 71 r r �—/ T 7" ••^ T� _:=Gtr — Jr 6. —J► r �� 1 B,��N cd orlvt rmMicf, r ,. F•�•i ®►11d1 NdN iB ►I.hMI \��\C'J' ' .'C - •' -� 7', ` svc 11,6u1B"Maim 1`r 7 (a7.►u LMBtadub�l I � \ � ir'-•. b'11'�pew _ �. taw to t �L NNcNR�bliMR Ydt kM lmol>S b.0 Nttm.Md thb t. f •S I .jl i t •: 1 CK 4 ® d - ut wa s,„►aa IJ IUK bin r fI,h1111� rtl MALL d 1AYdr1 Ue kvom. \ 1'e �L.'�yf: �+ KI Ftl Ilwe d` f.'.ii. c p I�i IdUM 1d Y,u►ANN f g I PVC \ a �•3 `'' 811-L DAT (\ ^ MtoMplNd UNtEI: bUiLUIN(l' rA 137,32e S.F. ,� .e `\ 0. PAhRiNd 1 WMB ftbuiRtt) 453 '• 0Ai•2KINd"tt3A(A9 PROVIOU) 453 S�eyd it_ pAaftlNt� �Atlo 3.33 F � N u' Ir1 ed S.�. S es itequired \� \ /� pFt �g� 'LINT 51 IPING LEI a ^ a,a St 0. s»u/r-s»xt w,a xan um//'• 3 , / f4, � S..h1'-SfMf'M.2 l7n IM/f1• y N_ Li Q 0 a a i A Division of Eastern - Materials Testing Laboratory .-••-: FIELD DENSITY TEST SUMMARY JAWORSYJ GEOTECH,INC Project: Wal*Mart Storc#2901 Client: Wal*Mart Stores, Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 00362C Weather: Clear 60's Date: 11/4/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) (%) (pen (%) Compaction Compaction .......... .......... 1 25 feet west of CB 10 2' C1029-00 122.5 9.2 116.8 6.9 95.:3:::::::: 95 BFG 2 25 feet west of CB 10 1' C 1029-00 122.5 9.2 117.6 7.4 96:0.: :: 95 BFG 3 20 feet southeast of 2' C1029-00 122.5 9.2 119.3 6.8 97;4::::: :: 95 new man hole BFG 4 20 feet southeast of it C 1029-00 122.5 9.2 117.2 7.7 95::7::: ::: 95 new man hole BFG MATERIAL DESCRIPTION: C1029-00: Grayish brown C-F GRAVEL and C-F SAND,trace SILT Both materials have same description NOTES A Division of Eastern - Materials Testing REPORT FIELD - Laboratory JAWORSKI Project: Wal*Mart Store #2901 Client: Wal'*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: Clear 50 degrees Date: November 4, 2000 Purpose: To provide construction monitoring services, and to evaluate by observation and/or testing whether work generally conforms to project plans and specifications. Contractor Activities: L&D Services Inc excavated for the installation of pipe in aread depected on the attached Field Sketch. The pipe was laid and the trench was backfilled with structural fill (grayish brown C-F Gravel and C-F Sand, trace silt) from Warner Bros pit. The fill was spread in one-foot lifts. A compactive effort was applied to each lift using a Wacker plate compactor. JGI Activities: Four field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:2W Date: 11/17/00 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. FIELD SKETCH F-:- Project: Wal*Mart #2901 , North Hampton Eastern Materials Project No.: 00362C Date: ( 1 - 3 . o Laboratory o Testing a Division ofArworski Geotech, Inc. 0- ------------- --------- IL I 1 -rt J" "T (9 - - L 4 ------ 01 -4D 041 C� 4-7- I1 l LL ll j 6 15�1 - ------- --- A. LONWO - --------- ----- - - Bw >� r M O `-1 Q1 w y ~p r +r a mile)'y� U i, nn 1 - tie N1U d � !� .7 ;_�+f '�� °.., -�-__ I,�s b..r.ww i�SeT�• r✓r.a`wt fwr�1 W H q)► i+t f? y1 l ac T I o6w4 ��. 'r.`i� ! - .wl b Arm laef dnrA.sf I1 � 1 �t ':ffill,, miakrldrolrtu)eddww.! ,{.�� >� '�•� ,.E , ,., 1 STORY CONCRETE BLOCK j .••.�'jlI- '�E BUILDING o ,i'.. •... WAL*MART •,'T., i WEAR 11 f# y. WELL CL - SGR RETAIL L M;ur ad ,'7t,; Liro L. yoai�, !.• P.F.E. 16e.17 alrf NI.rF �. �•f •t >'.vrm emf wiwt sou I W YuriMw.xtt goes! —_ '�1 saM C awrtn.° W s �k m,ort saw+ ;`•r; :r r.s ::f, � zw VIA !Maim... Y i r7 �. T ',�F fF1�r t'� �� F twexR sxs• 1 M YfIN1 wlf` I O f•MCA. IIALf cuRBe 111? p' FAENt �C i � _ .:• �, I 6VE AY U 1 RL ! ! _— - C-� I el�tek+f �U"°L+�a�DaKOIn, U / T L j �.Y 9 9 ccaelnl oeN�R, c _ c "�E�LLZ ` "rn=MI 3111 TO z V1 s 110 CURBING J+'yy�e x Aopr 8 cm — Cd ornvt nlna,al ^ b 2Jard o�tnl,A,la _ F-+ ®IA1d udtl OAk1l{Rf \� .3 — — E A1feAY16uH Ay1LIL1 ':�.:. � 2 - rT, �A IYL Id It 1k Y8!Wlbib i _ \ a��r: n.•°. v dW Q FS'lUaftR lbi"k AWL 14JA fb kLio hm,W t.--Ae 0014M � , :.,.: .�i,^ /.y�s;s,r,.••!•T :r:; ®AMAI,8}lwte AI 1tAw dm F f IAfMALf J w..it,q WALL k Om"k.A.mm. \ \\, y - • • 's'::L`i,:Atl O ANB T / Tel Sits DAT °' A N SNOPPINd @ENTER WlwlNG EA 137,328 S.F. z \ v PANWHO WCO htdUIREb 453 t� 0. ^� aANkINd'VAb0 Movloto 453 PARING Milo 3.33 uJ- \ ` Q s ;C 5.�. e9 Required \\ s PAINT STRIPING LE uT Irt` n%/4r-WMt 011E Ran TAR 4' 'I I TM/4'-e ,et eor m LINE/A1 '_Z3)2 z _ .o •o Li) a a Eastern A Division of - Materials Testing Laboratory FIELD DENSITY TEST SUMMARY ° JAWORSKI GEOTECH,INC. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 00362C Weather: Clear 60's Date: 11/3/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) (%) (pci) (%) Compaction Compaction 1 30 feet west of 2' C1029-00 122.5 9.2 119.4 7.3 97;5::::::::::::: 95 new man hole BFG 2 30 feet west of it C1029-00 122.5 9.2 118.2 7.7 95 new man hole BFG 3 90 feet west of 2' C1029-00 122.5 9.2 117.6 7.2 96;0:::::::? 95 new man hole BFG 4 90 feet west of 1' C1029-00 122.5 9.2 118.7 7.3 95 new man hole BFG 5 150 feet west of T C1029-00 122.5 9.2 120.2 7.9 9$:1:::::::: 95 new man hole BFG 6 150 feet west of it C 1029-00 122.5 9.2 119.1 7.0 97:2:......: 95 new man hole BFG MATERIAL DESCRIPTION: C1029-00: Grayish brown C-F GRAVEL and C-F SAND,trace SILT NOTES Proctor for process,used stone correction chart I A Division of Eastern Materials - Testing ' - Laboratory FIELD REPOR T, JAWORSKI Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: Clear, 60's Date: November 3, 2000 Purpose: To provide construction monitoring services, and to evaluate by observation and/or testing whether work generally conforms to project plans and specifications. Contractor Activities: Monarca Masonry laid 8-inch cement block along line A between 8.2 and 9.8 and around columns A-7.7, A.9-7.7, A.9-8.2, A9-9.8, A10.3 and A.9-10.3 elevations 99.4 to 105.4. L&D Services Inc excavated for a manhole that was added 185-feet east of the garden center sidewalk for rain leaders off the garden center canopy and 185-feet of 8-inch PVC from the new manhole to the garden center. The trench was backfilled with structural fill (grayish brown C-F Gravel and C- F Sand, trace silt) from Warner Brothers pit. The fill was spread in 1-foot lifts. A compactive effort was applied to each lift using a Wacker plate compactor. JGI Activities: Six field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:N �f Date: 11/17/00 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. CONCRETE MASONRY, MORTAR, OR Eastern Materials _ Testing GROUT COMPRESSIVE TEST SUMMARY Laboratory Project: Wal*Mart #2901 Project No. : 00362C A Division of North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores - Supplier: mixed on site GEOIWtSKI E01LCEi.IIYC. PLACEMENT DATA Date Cast: 11/7/00 Set No. :M 7 Sample Width 2.00 Length 2.00 Test Specimen Type: Hollow Masonry Prism L/W Ratio: 1.00 :1 Grouted Masonry Prism Required Strength: 1800 psi _ Grout X Mortar EMTL Technician: P. Lefebvre Mix Proportions: Quantity: n/a 2-92 .6 lb bags of Type I/II Cement, 1-50 lb bag Slump: n/a of Lime and 40 shovels of Truck No. : n/a Sand Ticket No. : n/a Specimen Temperature: 56 degrees F Weather: cloudy, 48 degrees F Total Location of Masonry Construction: 12-inch cement block along A.9 between 9.6 and 10.4 elevation 110.0 to 116.0 and around columns A-9.8, A-9.4, A-8.6, A.9-8.2, A-8.2 A.9-7.7 and A-7.7 elevation 105.4 to 110 .7 Location of Sample Origin: A.9 line at 10 line elevation 112.0 Comments: Specimen No. M 7 A M 7 B M 7 C'. Date Cast 11/7/00 11/7/00 11/7/00 Date Tested 11/14/00 12/5/00 12/5/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.58 0.58 0.58 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 15,861 Stress (psi) 3, 970 / Reviewed By: /7�1,l� Date: f//` '7A NVLAP LAB CODE#=10315-0 TEST RESULTS FI DO F] DO NOT The above reported test results were attained through g AWITH SPECIFICATIONS procedures performed m accordance with ASTM C31, RE NOT COMPLETE El N/A C39,C94,C143,C172,C192,C231,C617,C1231. i CONCRETE MASONRY, MORTAR, OR Eastern Materials Testing GROUT COMPRESSIVE TEST SUMMARY am Laboratory ry Project: Wal*Mart #2901 Project No. : 00362C A Division of North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores ° Supplier: mixed on site JAS HI PLACEMENT DATA Date Cast: 10/23/00 Set No. :M 4 Sample Width 2.00 Length 2 .00 Test Specimen Type: Hollow Masonry Prism L/W Ratio: 1.00 :1 Grouted Masonry Prism Required Strength: 1800 psi Grout X Mortar EMTL Technician: P. Lefebvre Mix Proportions: Quantity: n/a 2-92 .6 lb bags of Type I/II Cement, 1-5 lb bag of Slump: n/a Lime and 40 shovels of Truck No. : n/a Sand Ticket No. : n/a Specimen Temperature: 59 degrees F Weather: clear, 50 degrees F Total Location of Masonry Construction: A.9 line 7.7 to 10.3, A line 8.2 to 9.8, between A and A.9 along 8.2 and between A and A.9 along 9.8 elevations 96.67 to 100.0 Location of Sample Origin: A line at 9 line elevation 96.67 Comments: Specimen No. M 4 A M 4 B M 4 C Date Cast 10/23/00 10/23/00 10/23/00 Date Tested 10/30/00 11/20/00 11/20/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.58 0.62 0.62 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 8,662 13,727 13,260 Stress (psi) 2,170 3,430 3,320 Reviewed By: Date: ��,74 INVLAP LAB CODE#-10315-0 TEST RESULTS DO F—] DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS procedures performed in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. A Division of Eastern _ Materials Testing Eastern Materials Testing Laboratory _ Laboratory a division of 0 VLAP #10315-01 JAWORSKI GEOTECH, INC. o ada�oao 0 JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores Subcontractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/24/00 Cylinder Set No. : C14 Time: 3 :10 Truck No. : 262 Class Concrete: 4,500 psi Ticket No. : 109565 Total Quantity 25 Batch Time: 2:38 Batch Quantity: 11 cy Method of Placement: chute Air: Specified: 6 Measured: 5.10 1% 1.5% Location of Sample: Sidewalk east side of Garden Center 30 feet from north end Slump Specified: 5.0" max Measured: 4 .0" Total Location of Placement: Unit Weight: 149.11 lbs/cu./ft. Sidewalk east side of Garden Center Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 75 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: clear, 72 degrees F End Area: 28.27 sq in Date Retrieved: 10/26/00 Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml 657.0 lbs./cu./yd Sand: 1210.0 lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd Water: 233.0 lbs./cu./yd a b C d e Cem 3 lbs./cu./yd Adl Air 4.0 oz/cu./yd 2 l Agg 1 3/4"Tr 1827.0 lbs./cu./yd Ad2 Poz 20 65.0 oz/cu./yd Agg 2 lbs./cu./yd Ad3 oz/cu./yd /� A Agg 3 lbs./cu./yd Ad4 oz/100 CWT J-LJ l Cone Conc aid Cant aad Shat Column- Sand Moisture: 5.0% Stone Moisture: n/a soit Shar COMPRESSIVE STRENGTH DATA Cylinder ID C 14 A C 14 B C 14 C C 14 D Date Cast 10/24/00 10/24/00 10/24/00 10/24/00 Date Tested 10/31/00 11/21/00 11/21/00 12/19/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight (lbs. ) 29.26 29.40 29.24 29.28 Load (lbs. ) 113,510 150,900 146,140 not Stress (psi) 4,010 5,340 5,170 tested Type of Fracture a a a -710 d Reviewed by: -1/�'�y Date: ///--17 The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. A Division of Eastern _ - Materials b Eastern Materials Testing Laboratory Testing � _ Laboratory a division o, 0 VLAP #10315-0 JAWORSKI GEOTECH, INC. a O JAWORSKI CONCRETE DATA SUMMARY (:EOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores Subcontractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/24/00 Cylinder Set No. : C13 Time: 10:40 Truck No. : 268 Class Concrete: 3500 w/ airpsi spec 3000 no air Ticket No. : 109528 Total Quantity 22 Batch Time: 9:44 Batch Quantity: 11 cy Method of Placement: chute and buggy Air: Specified: 4 1 Measured: 4.8%8% °s Location of Sample: Slab on grade truck dock Slump Specified: 5.0" max at F.2-0.7 Measured: 5. 0" Total Location of Placement: Slab on grade between F and G line from 0.1 Unit weight: 139.22 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X to 0.9 line Concrete Temperature: 71 degrees F Ambient Temp: clear, 54 degrees F Cylinder Size: 6 x 12 inches Date Retrieved: 10/26/00 End Area: 28.27 sq in Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to I cubic yard) Cem 1 480.0 lbs./cu./yd Sand: 1314.0 lbs./cu./yd Types of Fracture Cem2 Fly ash 90.0 lbs./cu./yd Water: 228.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Ad l Air 3.5 oz/cu./yd Agg 1 3/4" Gr 1798.0 lbs./cu./yd Ad2 220N 11.3 oz/cu./y(l I L i 1 Agg 2 lbs./cu./yd Ad3 oz/cu./yd ; Agg 3 lbs./cu./yd Ad4 OZ/100 CWT . Stone Moisture: n/a Cone COM am CAM ZVA �r columnar Sand Moisture: 5.0% split sear COMPRESSIVE STRENGTH DATA Cylinder ID C 13 A C 13 B C 13 C C 13 D Date Cast 10/24/00 10/24/00 10/24/00 10/24/00 Date Tested 10/31/00 11/21/00 11/21/00 12/19/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) (5E> days) Cyl.Weight(lbs. ) 27.32 27.48 27.42 27.18 Load (lbs. ) 54,817 97,690 89,780 Stress (psi) 1,940 3,460 3, 180 Type of Fracture a a a Reviewed by: /"nil f Date: /l 117- 7 /12 C' The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTMstandards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. LETTER OF TRANSMITTAL A Divisio,z of Eastern Materials Testing Lab - A Division ofJaworski Geotech, Inc. - 114 Woodlawn Road JAVVQRSKI Berlin, CT 06037 _ GE07�CIi• INC. (860) 829-1725 (860) 829-1745 Fax �' �� Internet Address: http://www.jgi-geo.com Date: November 28, 2000 Attention: Mr. Keith King Project: Wal*Mart Store #2901 Sent to: Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: X Field work Lab work _ Figures/Drawings _ Report Other: Copies Date Description 1 11/21/00 Concrete Data Summary(Set No.: C-13, C-14) 1 11/14, 11/20 Mortar Test Summary (Set No.: M-4, M-7) 1 11/3,4,9, 10, 13-15 Field Reports THESE ARE TRANSMITTED as checked below: Remarks: . For approval X For your use For review and comment COPY TO: Mr. Ken Beaudoin Tony Patilco Building Official Mr. Doug Hurley Ms. Carrie Johnson Signed: Lt FIELD SKETCH Project: Wal*Mart #2901 North Hampton Eastern _ Testing Materials Project No.: 00362C Date: �p - 2t -©c� Laboratory a Division ofJaworski Geotech, Inc. 1 - ° I I e ——----- ----- — 3} 1- - -- --- l - �.; 1 1. 1. L — — — — -- —— — -- `' --------- 1 i a� l I . -; l j I i g i j it I i I; I I j• j I II Ii jjI I I� M M 1 M b � 6 6 A Division o. Eastern - Materials FIELD DENSITY TEST SUMMARY Testing Laboratory .•••�•- •: JAWORSKI Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. GEOTECH,INC. North Hampton,MA Contractor: Konvover Construction Project No.: 00362C W cattier: clear, 50's Date: 10/28/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) (%) (pcf) (%) Compaction Compaction 1 East side of A.9 at 8.9 1'0" C 1029-00 122.5 9.2 119.9 7.3 9.7:9:::::::::::: 95 BFG 2 East side of A.9 at 9.4 110° C 1029-00 122.5 9.2 121.2 7.6 98;9 : 95 BFG 3 West side of A.9 at 8.8 2'0" C 1029-00 122.5 9.2 118.2 8.1 ::96::5:::::::: 95 BFG 4 West side of A.9 at 9.2 2'0" C 1029-00 122.5 9.2 117.3 7.3 95::8 .::::::.. 95 BFG 5 West side of A9 at 8.8 1'0" C 1029_00 122.5 9.2 1 19.6 7.7 :97:6 95 BFG 6 West side of A.9 at 9.2 1'0" C 1029-00 122.5 9.2 118.7 8.0 96;9:::: ::: ':: 95 BFG 7 Outside 9.8 at A.5 2'0" C1029-00 122.5 9.2 116.9 7.5 95::4::: ::::: 95 BFG 8 Outside 9.8 at A.5 1'0° C 1029-00 122.5 9.2 120.3 6.9 98:2::::::::::::: 95 BFG . .. ....... . .. ... .... MATERIAL DESCRIPTION: Gray/brown C-F Gravel and C-F Sand,trace Silt NOTES BFG - below finish grade A Division of Eastern - Materials Testing - Laboratory FIELD REPORT d a a 000aa. JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clear, 50's Date: October 28, 2000 Purpose: To provide construction monitoring services, and to evaluate by observation and/or testing whether work generally conforms to project plans and specifications. Contractor Activities: L&D Services, Inc. was observed backfilling in the vestibule area. Structural. fill (gray/brown C-F Gravel and C-F Sand, trace Silt) from Warner Brothers pit was spread in 1- foot lifts. A compactive effort was applied to each. lift using a heavy Wacker plate compactor. JGI Activities: Eight field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:�W_ Date: 12/5/00 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. N O bi w 11 »u (lltttttt (� � ! lAI '•a,,,,_._'+,F 1 �1' �'-'� I =•1_ sr.e> -"`` �f tea.:.::— �lys O 'fl., L�fl(.::F' leeis�.aw�w r.a-_` f"•'>•tft fi � ..� 1� t !' Iwf N fww x M Mw.wy 11 v f•'t •� Wbitt hi.A IwK eed dwa,d J OuILDING ewln r. J RAR It 11 AL*MART C I, OEI YMKI : NfLL CL — SGR u �r 1'i f• .• lfM 0. t1EtAe, ii7lA.•i° r ��. y •�ryyY '` �.i �, .''rv.i�:ui"61°� we.e..,we eaw F C Tv -e 1[ll Gw R gy K 1�1 MNi.�'�� R l' '•\Ia.� j T �<` i1F j7! (¢tJ � F F _ f.. f N Q 6•4#A .� �i J�� A N f. .t a K ,�;,� 3{� .'S 1.t" �t(: p 1` �I M i� - I Q - 6Vt LAY ' , i 1,-.�>, � �1 N T / _ _ - — 77--1 rtlft `/\'��\ ��Ip rt 1 t ";`•.'i; � :.,�� . � :-7i ! ,Li _l '� 71 r � I 1 V 1 �iJ +J v �ue amar,o ` ;''i°• / T 7 — r v MFyy�� l ttI.. ... O�tHlAlle M \ 1� `•i:!-ti:.•. / N � N -�/ a .— �R� s � � ®AIMIIIAN AA�lwlll \� �':.li:•. — � -7�• � — _ raw 0 rl k rt lY Y6l blrkblb !Ilya C ` s�• '.i.,. _ D fT1 WWI lkft Ad km kftw 6"m letiwt Nd 001"t. n, cit Mw E♦�"U mA Mr;.r (AV4ihf 1 eb krt;6.k ik JAi wn kvv.�e. \ �\ 1'h•MY ,'. ;{`,i�f `Ad ..yp '? SitL OAT t1lopoui uNt€I2 NUiLDING A LA 131,326 S,r. aAh{tlNd��pAC�g hr tiUlnU 453 aA klmd',tomo PROVIoto 453 d Q pAItklNd 13Atlo 3,3:5 \ . �` � R Spy es Req!4ej \\ ^' a \ p��? i±s PAINT STRIPING LLi \ °Ml/r-lM0.l IIrR f41°IM[/t'M J 2 `�A�4 ��\ l`'�► enc/r_eastKLLOflet°uYlc/r 1 , i �O', �� aO lr a a A Division c Eastern s - Materials Testing Laboratory FIELD TENSITY TEST SUMMARY JAWORSKI GEOTECH, INC. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 00362C Weather: cloudy,60's Date: 10/27/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) (%) (pet) (%) Compaction Compaction 1 See Field Sketch finish C1030-00 146.0 7.6 144.1 5.3 $;?:::::_::: 95 subgrade 2 See Field Sketch finish C 1030-00 146.0 7.6 143.3 5.88; :::: ::_:: 95 subgrade 3 See Field Sketch finish C1030-00 146.0 7.6 143.6 5.1 9.8:4:::: 95 subgrade 4 See Field Sketch finish C1030-00 146.0 7.6 141.8 5.6 9.7:1: :::::: 95 subgrade MATERIAL DESCRIPTION: C1030-00-gray/brown C-F GRAVEL and C-F Sand,trace Silt NOTES Proctor for process,,used stone correction chart A Division of Eastern - Materials T Testing - Laboratory FIELD REPORT ° r 000 op oo°.o' JAWORSKI Project: Wal*Mart Store #2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: cloudy, 62 degrees Date: October 27, 2000 Purpose: To provide construction monitoring services, and to evaluate by observation and/or testing whether work generally conforms to project plans and specifications. Contractor Activities: Structural Welding and Engineering finished erecting the structural steel in the vestibule. L&D Services, Inc. was observed spreading 9 to 12-inches of processed Gravel (gray/brown C-F Gravel and C-F Sand, trace Silt) in the southeast portion of the truck turnaround. The Gravel was placed over undisturbed material (very stiff gray/brown Silty Clay). A compactive effort was applied using a Bomag vibratory roller. L&D Services was observed fine grading in the southwest portion of the truck turnaround. JGI Activities: Four field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:7 W Date: 12/1/00 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution maybe made. LETTER OF TRANSMITTAL , A lx isiOi'Of Eastern Materials Testing Lab - - A Division of Jaworski Geotech, Inc. �a a�o_o_o 114 Woodlawn Road JAWORSKI Berlin, CT 06037 cl;orecti. INC- (860) 829-1725 (860) 829-1745 Fax Internet Address: http://www.jgi-geo.com Date: December 8, 2000 Attention: Mr. Keith King Project: Wal*Mart Store#2901 Sent to: Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: X Field work Lab work Figures/Drawings Report Other: Copies Date Description 1 10/27, 10/28 Field Reports THESE ARE TRANSMITTED as checked below: Remarks: —For.approval - _.. 2 Fnryour use - - - For review and comment COPY TO: Mr:,Ken Beaudoin - Tony Patillo - Mr. Doug Hurley - Ms. Carrie Johnson Signed: Eastern A Division of - Materials __ Testing Eastern Materials Testing Laboratory 1♦ laboratory a division oJ 0 V L A P #10315-0 JAWORSKI GEOTECI'I, INC. ° 0 0 o Qo�0000 oo°a°o JAWORSKI CONCRETE DATA SUMMARY CEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubCont:ractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 11/10/00 Cylinder Set No. : C20 Time: 11:00 Truck No. : 261 Class Concrete: 3, 000 psi no air Ticket No. : 110500 Total Quantity 11 cy Batch Time: 9:59 Batch Quantity: 11.0 cy Method of Placement: concrete buggy Asir: Specified: 6. 1.So Measured: 1.7%7% Location of Sample: Slab on grade at 3-feet Slump Specified: 5.0" max west of A.9-9.5 Measured: 4.0" Total Location of Placement: Slab on grade 5-feet strip west of A.9 line Unit Weight: 146.66 lbs/cu./ft. between 7.7 and 10.3 Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 70 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: rain, 50 degrees F End Area: 28.27 sq in Date Retrieved: 11/13/00 Method of Compression: neoprene caps BATCH TICKET INFORMATION (reduced to 1 cubic yard) Ceml 424.0 lbs./cu./yd Sand: 1463.0 lbs./cu./yd Types of Fracture Cem2 Fly Ash 78.0 lbs./cu./yd Water: 227.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Ad 1 Poz 20 50.9 oz/cu./yd Agg 1 3/4"Gr 1834.0 lbs./cu./yd Ad2 oz/cu./yd Agg 2 lbs./cu./yd Ad3 oz/cu./yd /� A / F1111 Agg 3 lbs./cu./yd Ado oz/100 CWT Sand Moisture: 4,0% Stone Moisture: n/a CAM 00lit �""'� ` Coi�moar Split Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 20 A C 20 B C 20 C C 20 D Date Cast 11/10/00 11/10/00 11/10/00 11/10/00 Date Tested 11/17/00 12/8/00 12/8/00 1/5/01 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight (lbs. ) 28.78 28.88 28.80 28.85 Load (lbs. ) 52,127 98,975 92,746 not Stress (psi) 1,840 3,500 3,280 tested Type of Fracture a a a Reviewed by: Date: / ? The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. ft*tqoft* LETTER OF Eastern TRANSMIT 3 Materials 7,, - TAI' A Division of javv g Lab- v;�,J;o„Of orskli Geote�l,' 114 Woodlawn Road, i JAW-RSKI ¢ � GEOTE Berlin, CT 06037 + i 1 3 20M �ti• WC_ (860) 829-1725 (860) 829-,1741 Fax Internet Address: http://www.jgi-ge@fit' Date. ; December 12, 2000 Attention: Mr. Keith King Project Wal*Mart Store#2901 Sent to: Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.:{ 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: X Field work Lab work Figures/Drawings _ Report Other: Copies Date Description 1 12/8/00 Concrete Data Summary (Set No.: C-20) THESE ARE TRANSMITTED as checked below: Remarks: For approval X For your use For review and comment COPY TO: Mr. Ken Beaudoin Tony Patillo Mr. Doug Hurley Ms. Carrie Johnson Signed: Lt�l' CONCRETE MASONRY, MORTAR, OR Eastern Materials Testing GROUT COMPRESSIVE TEST SUMMARY Laboratory Project: Wal*Mart #2901 Project No. : 00362C A Division of North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores ° Supplier: mixed on site JAWORSKI GEOTWL INC. PLACEMENT DATA Date Cast: 11/7/00 Set No. :M 7 Sample Width 2.00 Length 2. 00 Test Specimen Type: Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Prism Required Strength: 1800 psi Grout X Mortar EMTL Technician: P. Lefebvre Mix Proportions: Quantity: n/a 2-92.6 lb bags of Type I/II Cement, 1-50 lb bag Slump: n/a of Lime and 40 shovels of Truck No. : n/a Sand Ticket No. : n/a Specimen Temperature: 56 degrees F Weather: cloudy, 48 degrees F Total Location of Masonry Construction: 12-inch cement block along A. 9 between 9.6 and 10.4 elevation 110.0 to 116.0 and around columns A-9.8, A-9.4, A-8.6, A.9-8.2, A-8.2 A.9-7 .7 and A-7.7 elevation 105.4 to 110.7 Location of Sample origin: A.9 line at 10 line elevation 112.0 Comments: Specimen No. M 7 A M 7 B M 7 C Date Cast 11/7/00 11/7/00 11/7/00 Date Tested 11/14/00 12/5/00 12/5/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.58 0.58 0.58 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 15,861 16,695 16,355 Stress (psi) 3,970 4,170 4,090 Reviewed By: �'- Date: /Z/2 /t, JNVLAF LAB CODE#10315-0 TEST RESULTS DO M DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS procedures performed in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. LETTER OF TRANSMITTAL Eastern Materials Testing Lab- A Division of Jaworski Geotech, Inc. '' W 114 Woodlawn Road � JAW' Berlin, CT 06037 5�Wcf (860) 829-1725 (860) 829-1745 Fax Internet Address: http://www.jgi-geo.com s apt pF W 3r Date: December 14, 2000 Attention: Mr. Keith King Project: Wal*Mart Store #2901 Sent to: Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: X Fieldwork Lab work _ Figures/Drawings Report Other: Copies Date Description 1 12/5/00 Mortar Test Summary(Set No.: M-7) THESE ARE TRANSMITTED as checked below: Remarks: For approval X For your use For review and comment COPY TO: Mr. Ken Beaudoin Tony Patillo Mr. Doug Hurley Ms. Carrie Johnson Signed: Gt�T' t # , • - ��. t •,:— ♦ -r t N ,. ,. -► ��"`'.g �w y, ��{F ` Ste? O rJ ,. MIA YAWl ter_ r, mo ro �► r t a A Division of Eastern Materials - Testing FIELD REPORT T Laboratory °DD° a°pQ°DaD�p Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. dAWORSKI GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: fair, 30's Date: January 4, 2001 Purpose: To review concrete construction, fabricate specimens for strength testing, and observe placement of reinforcing steel. Contractor Activities: F. Monarca Masonry, Inc. placed 2.5 cubic yards of course grout at the rear entrance north of the utility area. Grout was placed inside masonry units on both sides of the doorway to the full height of the wall. The area surrounding the doorway was tented and heated. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: S. Anglin Reviewed by:N�f Date: 1/24/01 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NISTor NVLAP. Reports are relevant only to items tested and no other attribution maybe made. X LETTER OF TRANSM - Eastern Materials Testing La D"''SIOn°I A Division of Jaworski Geotech, - 114 Woodlawn Road JAN 3 1 2001 - Berlin, CT 06037 (860) 829-1725 (860) 829-174 Fa JA ORSKI DEPT Of BUILDING INSPECTIONS � CH, INC. Internet Address: http://www.jgi-g NORTHAMPTON,MA 01060 Date: January 29, 2001 Attention: Mr. Keith King Project r `Wal*Mart Store#2901 Sent to: Wal*Mart Stores, Inc. V, North Hampton, MA Dept. 8702 "f 2001 SE 10th Street Pro ect No• -0 0 3 6 2 C Bentonville,AR 72716-0550 WE ARE SENDING YOU: X Field work Lab work Figures/Drawings Report Other: Copies Date Description 1 1/4/01 Field Report THESE ARE TRANSMITTED as checked below: Remarks: = For approval X For your use _ For review and comment COPY TO: Mr. Ken Beaudoin Tony Patillo Mr. Doug Hurley Ms. Carrie Johnson Signed: Ub- A Division of Eastern - Usterials Testing Laboratory Eastern Materials Testing Laboratory a division oJ VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores Subcontractor: Harrington Bomanite Corp. Supplier: Construction Service JGI Representative: B. Harris PLACEMENT DATA Placement Date: 11/15/00 Cylinder Set No. : C21 Time: 8:30 Truck No. : 263 Class Concrete: 4, 000 psi Ticket No. : 110627 Total Quantity 18 cy Batch Time: 7:50 Batch Quantity: 11.0 cy Method of Placement: truck chute Air: Specified: 4-7s Measured: 2.5% Location of Sample: North end of vestibule Slump Specified: 3-4" Measured: 5.0" Total Location of Placement: Vestibule, sidewalk, handicap ramp slab on Unit Weight: 145.64 lbs/cu.Plastic Wt. : Cylinder Wt. :: X grade X Concrete Temperature: 66 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: sunny, windy, 48 degrees F End Area: 28.27 sq in Date Retrieved: 11/20/00 Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml 500.0 lbs./culyd Sand: 1375.0 lbs./cu./yd Types of Fracture a b c d e Cem2 lbs./cu./yd water: 300.0 lbs./cu./yd Cem 3 lbs./cu./yd Ad Fly Ash 90.0 oz/cu./yd Agg 1 3/4" 1825.0 lbs./cu./yd Ad2 Pozzutec 20 10.0 oz/cu./yd // j Agg 2 lbs./cu./yd Ad3 Air 4.50 oz/cu./yd Agg 3 lbs./cu./yd Ado oz/100 CWT` Cooc Conc and Conc and Shur Columnar Sand Moisture: 5.0% Stone Moisture: n/a So" Shtir COMPRESSIVE STRENGTH DATA Cylinder ID C 21 A C 21 B C 21 C C 21 D Date Cast 11/15/00 11/15/00 11/15/00 11/15/00 00,��1,lttltllssrugr Date Tested 11/22/00 12/13/00 12/13/00 1/10/01 '%. G.•CC)NIVFC�,,�,,' Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) ,LQ: •'.,L�'� = Co. r Cyl.Weight(lbs. ) 28.58 28.70 28.64 28.68 w •'* Load (lbs. ) 65,258 102, 130 106,190 112,120 r�' ~a 9 • :�� •, No.22118 . Type of (psi) Fracture 2,310 3,610 3,760 3,a70 YP rnnnn Reviewed by: 12--761-1-- Date: / / The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested;and no other attribution may be made. Sampling and testing were performed in general accordance with the following;4STMstandards: C 39,C 31,C 94,C 143,C 171,C 192,C 231,C 617,and C 1231. r,161= /X-13 LETTER OF TRANSMITTM;--::� Eastern Materials Testing Lab A Division of A Division of Jaworski Geotech, Inc. — 114 Woodlawn Road U EC Berlin, CT 06037 (860) 829-1725 (860) 829-1745 F JAN 26 GE INC. Internet Address: http://www.jgi-geo.c m W Date. r $r » EPIX January 22, 2001 Attention: eiphN 9UILDINGI,NS ninenNS ,W Project 3�'`r ; Wal*Mart Store #2901 Sent to: Wal*Mart Stores, nc. 1 w ' North Hampton, MA Dept. 8702 2001 SE 10th Street Project No . -,. ., 00362C Bentonville,AR 72716-0550 WE ARE SENDING YOU: X Field work Lab work _ Figures/Drawings _ Report Other: Copies Date Description 1 1/10/01 Concrete Data Summary(Set No.: C-21) THESE ARE TRANSMITTED as checked below: Remarks: — For approval X For your use For review and comment COPY TO: Mr. Ken Beaudoin Tony Patillo Mr. Doug Hurley Ms. Carrie Johnson Signed: r FIELD SKETCH [Project: Wal*Mart #2901 North Hampton Eastern — Materials Project No.: 00362C Date: i o Testing Laboratory a Division ojJaworski Geotech, Inc. IH - ri E I - i r r�^ — ' e --I— --- ----- -- -- -- -- — y FK -- I II tt I �i — - ---- - I _ Q - - - -: - 1 .-- - - - _ --- --_ 1. .. - -------- ——— — —.�.—— — a. I -- ii i i ii i A2eel- o CL soV1R/ a ii i i !i i b a bb A Division of Eastern - Materials Testing Laboratory FIELD DENSITY TEST SUMMARY JAWORSKI GEOTECH, INC. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores,Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 00362C Weather: cloudy,40's Date: 10/10/00 Max Optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (PC') (%) (pcf) (%) Compaction Compaction .................... 1 See Field Sketch 8" C 1029-00 122.5 9.2 118.8 9.1 7iQ::::::::: 95 BFG 2 See Field Sketch 8" C1029-00 122.5 9.2 117.4 8.6 $;8:::::::: 95 BFG 3 See Field Sketch 8" C 1029-00 122.5 9.2 117.9 8.5 :::::: 95 BFG 4 See Field Sketch 8" C1029-00 122.5 9.2 119.3 9.0 9 t:4:: ::::: 95 BFG 5 See Field Sketch 8" C 1029-00 122.5 9.2 117.7 8.6 96:1::::: :: 95 BFG 6 See Field Sketch 8" C1029-00 122.5 9.2 118.3 7.9 96:6: 95 BFG MATERIAL DESCRIPTION: C1029-00: Grayish brown C-F GRAVEL and C-F SAND,trace SILT NOTE: BFG-below finish grade A Division of Eastern Materials Testing Laboratory FIELD REPORT �1- A- JAWORSKI QE9`1ECH INC. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: cloudy, 40's NOV 6 2000 Date: October 10, 2000 ' Purpose: To provide construction monitoring services to evaluate by observation- and/or by testing whether work generally conforms to project plans. Contractor Activities: Monarca Masonry laid 8-inch cement block along line G between lines 0.1 and 0.9 at elevation 94.66 to 100.00 and between lines F and G along line 0.1 at elevation 94.66 to 100.00. L&D Services, Inc. continued to fill in the Garden Center. Structural fill (grayish/brown C-F Gravel and C-F Sand, trace Silt) from Warner Brothers Pit was spread in 1-foot lifts. A compactive effort was applied using a Bomag vibratory roller and a heavy Wacker plate compactor. JGI Activities: Six field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Mortar compressive strength test sets were fabricated from today's masonry activities in general accordance with ASTM C 109. Refer to the Compressive Strength Test Summary of this date for details. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:X&V/ Date: 11/1/00 11 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent Of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. FIELD SKETCH Project: Wal*Mart #2901 North Hampton Eastern — Materials Testing Project No.: 00362C Date: Laboratory a Division ojJaworski Geotech, Inc. � 9 s� --- - � - �J G- -- - - --- -- -- - - - - —� — f:.ii ;�� A ------ _ _ ------- 01 1-0 ------_. — — �' V — T ------ ------ -- 4!q- --------- I I oiw- b b Eastern A Division of i - Materials Testing Laboratory FIELD DENSITY TEST SUMMARY JAWORSKI GEOTECH,INC. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. North Hampton,MA Contractor: Konvover Construction Project No.: 00362C Weather: partly cloudy,60's Date: 10/7/00 Max optimum Field Field Dry Moisture Dry Moisture Spec Test Lift or Density Content Density Content Percent Minimum No. Location Elevation JGI Lab No. (pcf) (%) (pcf) (%) Compaction Compaction ........... ......... 1 See Field Sketch 2'4" C1029-00 122.5 9.2 118.6 8.8 X6;8::::::::::::: 95 BFG 2 See Field Sketch 214" C 1029-00 122.5 9.2 119.1 8.4 0;2:::::::: 95 BFG 3 See Field Sketch 2'4" C 1029-00 122.5 9.2 117.2 8.9 9S:?: :::::: 95 BFG 4 See Field Sketch 214" C1029-00 122.5 9.2 118.4 9.1 96:7:::::::: 95 BFG 5 See Field Sketch 2'4" C 1029-00 122.5 9.2 118.8 8.6 97:0::: ::: 95 BFG 6 See Field Sketch 214" C1029-00 122.5 9.2 120.6 8.4 98:4 :: 95 BFG ................ .... MATERIAL DESCRIPTION: C1029-00: Grayish brown C-F GRAVEL and C-F SAND,trace SILT NOTE: BFG-below finish grade f A Division of Eastern •:;� �=`- �:,, - Materials Testing FIELD REPORT 9 - Laboratory JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. , IC. Northampton, MA Contractor: Konover Construction'' c ;? Project No.: 00362C Weather: partly cloudy, 60's � 6 2000 n. Date: October 7, 2000 !7?T OF SUILC, fIl Purpose: To provide construction monitoring services to evaluate by observation"'and/,or by testing whether work generally conforms to project plans. Contractor Activities: L&D Services, Inc. began to excavate 3-feet below bottom of slab in the north half of the Garden Center north half. The excavation occurred in undisturbed material (very stiff gray/brown Silt Clay with fine Sand layers). The area was proofrolled using a Bomag vibratory roller. Structural fill (gray/brown C-F Gravel and C-F Sand, trace Silt) from Warner Brothers Pit was spread in 1-foot lifts. A compactive effort was applied using a Bomag vibratory roller. JGI Activities: Six field density tests were performed on today's earthwork using a nuclear density gauge in general accordance with ASTM D 2922. The test results indicated that the specified 95% minimum compaction requirement had been achieved as compared to ASTM D 1557 test methods. Please refer to the attached Field Density Test Summary for individual test data. Locations of today's project activities are illustrated on the attached Field Sketch. Prepared by: P. Lefebvre Reviewed by:7W?W Date: 10/26/00 TEST RESULTS X DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. CONCRETE MASONRY, MORTAR, OR Eastern Materials GROUT COMPRESSIVE TEST SUMMARY am Testing ry Project: Wal*Mart #2901 Project No. : 00362C A Division of North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores Supplier: mixed on site JAWORSKI GEOlECU INC. PLACEMENT DATA Date Cast: 10/2/00 Set No. :M 1 Test Specimen Type: Sample Width 2 .00 Length 2.00 Hollow Masonry Prism L/W Ratio: 1.00 :1 Grouted Masonry Prism Required Strength: 1800 psi Grout X Mortar EMTL Technician: P. Lefebvre Mix Proportions: Quantity: n/a � 2-92 .6 lb bags of Type ? < <, I/II Cement, 1-50 1b bag Slump: n/a of Lime and 40 shovels of Sand Truck No. : n/a w 2000 Ticket No. : n/a Specimen Temperature: 64 degrees F Weather: overcast, 50 degrees F Total Location of Masonry Construction: Infilled existing door opens at G line at 2.2 and G line at 5.5. Set new doors on B line at 3 .4 and G line at 8.6 line. Location of Sample Origin: G line at 2.2 line elevation 102 .00 Comments: Specimen No. M 1 A M 1 B M 1 C Date Cast 10/2/00 10/2/00 10/2/00 Date Tested 10/9/00 10/30/00 10/30/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.60 0.58 0.60 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 9, 988 11, 924 12, 114 Stress (psi) 2,500 2, 980 3, 03/0 Reviewed By: Date: //� 1 NVLAP LAB CODE#10315-0 TEST RESULTS DO DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS procedures performed in accordance with ASTM C31, EJ ARE NOT COMPLETE 1:1 N/A C39,C94,C143,C172,C192,C231,C617,C1231. LETTER OF TRANSMITTAL A ------ °"°f - Eastern Materials Testing Lab - A Division of Jaworski Geotech, Ip � at e.00_ea000,aoo z 114 Woodlawn Road AAWORSKI Berlin, CT 06037 j j 6 GEO7ECH' INc (860) 829-1725 (860) 829-174 F Internet Address: http://www.jgi-geo.ci3'iffq .BUILD!NG INSPF('TICtt, Date: November 3, 2000 Attention: Mr. Keith King Project: Wal*Mart Store#2901 Sent to: Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: Y Field work Lab work Figures/Drawings _ Report Other: Copies Date Description 1 10/30/00 Mortar Test Summary (Set No.: M-1) 1 10/7, 10/10 Field Reports THESE ARE TRANSMITTED as checked below: Remarks: For approval X For your use For review and comment COPY TO: Mr. Ken Beaudoin Tony Patilco Building Official Signed: l.(�1 w i i i I I w A Division of Eastern ` . - Materials Testing Laboratory FIELD REPORT - JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. EOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clear, 22 degrees Date: December 4, 2000 Purpose: To observe structural steel using NDT methods. JGI Activities: This writer was scheduled to perform a final visual inspection of the structural steel upgrade at the above-referenced project. The area on inspection was to include the anchoring of reinforcement steel to the CMU wall on line G. However, a weekend visit by Wal*Mart's engineering representative has yet to provide the contractor with the necessary detail to complete this portion of the project. Welding of girder tails in loading dock Area F to G, from lines 0.1 to 0.9, was also incomplete at this time. The General Contractor was notified of these results prior to JGI's departure from the site. Prepared by: Brian Millett, Level II Reviewed by: Date: 12/29/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution maybe made. r A Division of Eastern Materials Testing La b o r a t.o r y CONSTRUCTION DEVIATION REPORT •••••• • • JAWOR9KI GEOTECH, INC. PROJECT: Wal Mart Store CLIENT: Konover Construction Northampton, MA CONTRACTOR: Konover Construction PROJECT NO: 00362C Date Issued: 12/1/00 Dev. Observed Observed Date No. Deviation Description Date By Action Taken Resolved Resolved 1 Insufficient anchor bolt projections at vestibule 11/1/00 B. Millett Puddle weld of nut to top of anchor bolt YES 11110/00 columns 9.8-A and 7.7-A. 2 Insufficient anchor bolt protedion at loading dock 11/1/00 B. Willett Puddle weld of nut to anchor bolt YES 1211100 column 0.9-F.9. Conyrients: A Division of Eastern Materials - Testing - Laboratory FIELD REPORT JAWORSKI GEOTECH, INC. Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clear, 35 degrees F Date: December 1, 2000 Purpose: To observe structural steel using NDT methods. JGI Activities: This writer performed visual inspection of the ongoing structural steel upgrade at the above referenced project. The following items were observed during this visit: joist reinforcement under the roof top units appeared complete as per project specifications. Openings abandoned by old condensing units have been in-filled with 4-inch by 3.5-inch angle steel frame work and new original design decking over the opening. Remaining insufficient anchor bolt projections at loading dock column D.9 to F.9 have been repaired by puddle welding the nut to the bolt (see attached resolved Construction Deviation Report). Presently, Welders were nearing completion of the bicycle rack joist reinforcement in the rear of the store, between lines F and G from lines 3 thru 8.2. Angle steel was being welded to the top and bottom chords from 15-feet towards the center on both ends. None of this additional reinforcement has yet been anchored to the CMU wall on line G. The contractor was awaiting details from the engineer. A follow up inspection is scheduled for Monday, December 14, 2000. The General Contractor was notified of these results prior to JGI's departure from the site. Prepared by: B. Millett, Level II Reviewed by: Date: 12/29/00 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED IS NOT ATTACHED X HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION DOES DOES NOT COMPLY WITH SPECIFICATIONS X IS NOT COMPLETE NOT APPLICABLE LETTER OF TRANSMITTAL I A Division of Eastern Materials Testing Lab - A Division of Jaworski Geotech, Inc D - 114 Woodlawn Road l5 a p pep do Berlin, CT 06037 AN ORSKI (860) 829-1725 (860) 829-1745 ax 1 o is TECH, INC. Internet Address: http://www.jgi_geo. om DEPT Of BUILDING INSPECTIONS NORTHAMPTON,MA 01060 Date: January 8, 2001 Attention: Mr. Keith King Project: Wal*Mart Store #2901 Sent to: Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: X Field work Lab work _ Figures/Drawings _ Report Other: Copies Date Description 1 12/1, 12/4 Field Reports THESE ARE TRANSMITTED as checked below: Remarks: = For approval _ X For your use _ For review and comment COPY TO: Mr. Ken Beaudoin Tony Patillo Mr. Doug Hurley Ms. Carrie Johnson Signed: u� NNW DEC-06-2000 WED 03:29 PM WALLACE/SC, INC. FAX NO. 949 753 5105 P. 02 Dale Sheet No. of Job�qJ -_. ORAM- Subject L,V_I Joist L 4 raj 14-11'a 04 -- Reference WA 1.ON x4yV4 x I- 9A. 6109 Ov JOV71 VKI -r7z \4/ AILII CIO VT sa Ea Olq,44 90 Well MWAL YA/k 9A *1% pp �0011- w1uq OM100 6 pow Fw? eulw, vo t7:d St72-T6280985:01 :WOdd USE:60 0002-6T-330 ,l DEC-06-2000 WED 03:30 PM WALLACE/SC, INC, FAX N0. 949 753 5105 P. 03 pate - ��.r1t' •oo•-- __Sheet No. - of -Job .--. Reference I s �.2x2-x�/d� t�1l�Gl• —� 1.ivo Ill}ek, w- t X I'-7 u 7yP• � -) I LI lt�•a-•1'-tip t 2:d SW_T628098T;01 :WOad US2:60 0002-6i-030 A Division of Eastern , ' Materials o0 - Labolratory FIELD REPORT JAWORSKI Project: Wal*Mart Store#2901 Client: Wal*Mart Stores, Inc. GEOTECH, INC. Northampton, MA Contractor: Konover Construction Project No.: 00362C Weather: clear, 35 degrees F Date: December 18, 2000 Purpose: To observe structural steel using NDT methods. JGI Activities: This writer performed a final visual inspection of the structural steel upgrade at the above referenced project. The bicycle rack joist reinforcement in the rear of the store between lines F and G from column lines 5 through 8.2 was completed with the fastening of additional angle steel to the CMU wall at line G. The angle steel clip was installed per the attached detail. Girder tails have been welded to clips on columns in the loading dock area, (from lines F to G along column lines 0.1 to 0.9), as per project specifications. The General Contractor was notified of these results prior to JGI's departure from the site. Prepared by: B. Millet, Level III Reviewed by:2M Date: 1/9/01 TEST RESULTS DO DO NOT COMPLY WITH SPECIFICATIONS ARE NOT COMPLETE OR X ARE NOT APPLICABLE A DEVIATION REPORT IS ATTACHED X IS NOT ATTACHED HAS BEEN AMENDED AND IS ATTACHED OBSERVED CONSTRUCTION X DOES DOES NOT COMPLY WITH SPECIFICATIONS IS NOT COMPLETE NOT APPLICABLE The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech, Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP. Reports are relevant only to items tested and no other attribution may be made. LETTER OF TRANSMITTAL I p 1 ivision of Eastern Materials Testing Lab u - A Division of Jaworski Geotech, 114 Woodlawn Road - Berlin, CT 06037 30 W rRSKI (860) 829-1725 (860) 829-1745 a U • INC. fi: Jg g 01 WV01N ttk 1060 Internet Address: ht //www. i- eo. om OED Ohl 01060 Date: January 11, 2001 Attention: r. Keith in Project: Wal*Mart Store#2901 Sent to: Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: X Fieid work Lab work Figures/Drawings _ Report Other: Copies Date Description 1 12/18/00 Field Report THESE ARE TRANSMITTED as checked below: Remarks: _ For approval - - - X For your use - - - For review and comment - COPY TO: Mr. Ken Beaudoin Tony Patillo Mr. Doug Hurley Ms. Carrie Johnson t Signed: N 11111 A Division of Eastern - Materials Testing Eastern Materials Testing Laboratory - Laboratory a division of o VLAP #10315-0 JAWORSKI GEOTECH, INC. a JAWORSKI CONCRETE DATA SUMMARY CEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores Subcontractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/25/00 Cylinder Set No. : C15 Time: 9:45 Truck No. : 269 Class Concrete: 5, 000 psi Ticket No. : 6631 Total Quantity 85 Batch Time: 9:08 Batch Quantity: 11 cy Method of Placement: chute Air: Specified: 7 +/- to Measured: 5.8Q Location of Sample: Truck dock ramp Slump Specified: 5.0" max Measured: 5.5" Total Location of Placement: South end of building slab on grade from Unit Weight: 147.0 lbs/cu. truck dock to southeast corner of Wear It Plastic Wt. : Cylinder Wt. :: X X Well Concrete Temperature: 74 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: clear, 56 degrees F End Area: 28.27 sq in Date Retrieved: Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to I cubic yard) Cem 1 706.0 lbs./cu./yd Sand: 1170.0 lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd Water: 258.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Ad 1 Air 4.4 oz/cu./yd f Agg 1 1 1/2" TR 1194.0 lbs./cu./yd Ad2 220N 14.2 oz/cu./yd X i Agg 2 3/4 TR 798.0 lbs./cu./yd Ad3 oz/cu./yd Agg 3 lbs./cu./yd Ad4 oz/100 CWT: ` LAI Coat Coot aid Coat am Shat columaat Sand Moisture: n/a Stone Moisture: n/a SPG1 Shut COMPRESSIVE STRENGTH DATA Cylinder ID C 15 A C 15 B C 15 C C 15 D Date Cast 10/25/00 10/25/00 10/25/00 10/25/00 Date Tested 11/1/00 11/22/00 11/22/00 12/20/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight(lbs.) 28.90 28.68 28.78 28.74 Load (lbs. ) 89,582 Stress (psi) 3, 170 Type of Fracture a / Reviewed by: �7( 6/� Date: ///,/ O(D The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution maybe made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31, C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. A Division of Eastern - Materials Testing Laboratory Eastern Materials Testing Laboratory a division of o VLAP#13315-0 JAWORSKI GEOTECH, INC. JAVVORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores Subcontractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/24/00 Cylinder Set No. : C14 Time: 3 :10 Truck No. : 262 Class Concrete: 4, 500 psi Ticket No. : 109565 Total Quantity 25 Batch Time: 2 :38 Batch Quantity: 11 cy Air: Specified: 5 1% °s 1.5 Method of Placement: chute Measured: 5. 1a Location of Sample: Sidewalk east side of Garden Center 30 feet from north end Slump Specified: 5.0" max Measured: 4.0" Total Location of Placement: Sidewalk east side of Garden Center Unit Weight: 149.11 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 75 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: clear, 72 degrees F End Area: 28.27 sq in Date Retrieved: 10/26/00 Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 657.0 lbs./cu./yd Sand: 1210.0 lbs./cu./yd Types of Fracture Cem2 Ibs./cu./yd Water: 233.0 Ibs./cu./yd a b C d e Cem 3 lbs./cu./yd Adl Air 4.0 oz/cu./yd / Agg 1 3/4"Tr 1827.0 lbs./cu./yd Ad2 Poz 20 65.0 oz/cu./yd Agg 2 lbs./cu./yd Ad3 oz/cu./yd /C / I I / \ II I Agg 3 lbs./cu./yd Ad4 oz/IOOCWT , Cone Cone&M Cone and Shur Co(umaar Sand Moisture: 5.0% Stone Moisture: n/a Split Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 14 A C 14 B C 14 C C 14 D Date Cast 10/24/00 10/24/00 10/24/00 10/24/00 Date Tested 10/31/00 11/21/00 11/21/00 12/19/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight (lbs. ) 29.26 29.40 29.24 29.28 Load (lbs. ) 113,510 Stress (psi) 4, 010 Type of Fracture a Reviewed by: 19-17C14' Date: The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division ofJaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. A Division of Eastern - Materials Testing Eastern Materials Testing Laboratory Laboratory a division of NVLAP#10315-0 JAWORSKI GEOTECH, .INC a o eoo°a°o JAWORSKI CONCRETE DATA SUMMARY CEOTECH, INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores Subcontractor: DMC Concrete Corporation Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/5/00 Cylinder Set No. : C5 Time: 10:40 Truck No. : 253 Class Concrete: 3, 000 psi no air Ticket No. : 108699 Total Quantity 32 Batch Time: 9:57 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: air . 1 Measured: 1.8% - Location of Sample: Slab on grade at column line B.5-10.7 Slump Specified: 5.0" max Measured: 4 .0" Total Location of Placement: Unit Weight: 146.15 lbs/cu./ft. Slab on grade between B.2 and B.6 from 10.7 Plastic Wt. : Cylinder Wt. : X to 16.5 Concrete Temperature: 69 degrees F Ambient Temp: cloudy, 59 degrees F Cylinder Size: 6 x 12 inches Date Retrieved: 10/7/00 End Area: 28.27 sq in Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml 426.0 lbs./cu./yd Sand: 1460.0 lbs./cu./yd Types of Fracture Cem2 Fly Ash 83.0 lbs./cu./yd Water: 219.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Ad 1 220N 10.0 oz/cu./yd Agg 1 3/4"Gr 1832.0 lbs./cu./yd Ad2 oz/cu./yd I �� / I Agg 2 lbs./cu./yd Ad3 oz/cu./yd /� k A j 11 Agg 3 lbs./cu./yd Ado oz/100 CWT. " \ / \ � \ I I 1 Sand Moisture: n/a Stone Moisture: n/a COW Cwfit Goataad Shur Gdumaa� Split Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 5 A C 5 B C 5 C C 5 D Date Cast 10/5/00 10/5/00 10/5/00 10/5/00 Date Tested 10/12/00 11/2/00 11/2/00 11/30/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight(lbs. ) 28.68 28.88 28.80 28.90 Load (lbs. ) 72, 088 85,726 94, 724 not Stress (psi) 2,550 3,030 3,350 tested Type of Fracture a a a Reviewed by: &/l — Date: ///&/o0 The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP #10315-0 JAWORSKI GEOTECH, INC. JA`JVORSKI CONCRETE DATA SUMMARY CEOTECH, INC. Project: Wal Mart #2901 Project No. : 003620 North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubContractor: DMC Concrete Corporation Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/4/00 Cylinder Set No. : C4 Time: 2 :45 Truck No. : 253 Class Concrete: 3, 500 psi Ticket No. : 108662 Total Quantity 6 Batch Time: 1:57 Batch Quantity: 6 cy Air: Specified: 6 1.5% Method of Placement: chute +/- Measured: 5.40 Location of Sample: Garden Center pier east side 4th from south end Slump Specified: 5.0" max Measured: 5.0" Total Location of Placement: 15 piers in the Garden Center and pier at Unit Weight: 0.00 lbs/cu./ft.plastic Wt. : Cylinder Wt. : X G-0. 1 in the truck deck Concrete Temperature: 70 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: cloudy, 67 degrees F Date Retrieved: End Area: 28.27 sq in Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 482.0 lbs./cu./yd Sand: 1300.0 lbs./cu./yd Types of Fracture a b c d e Cem2 Fly Ash 87.0 lbs./cu./yd Water: 226.0 lbs./cu./yd Cem 3 lbs./cu./yd Adl Air 3.5 oz/cu./yd Agg 1 3/4"Gr 1790.0 lbs./cu./yd Ad2 220N 11.3 oz/cu./yd X A Agg 2 lbs./cu./yd Ad3 oz/cu./yd Agg 3 lbs./cu./yd AN oz/100 CWT` Cam Cone aiw Cove and Star Columnu Sand Moisture: 4.5% Stone Moisture: n/a soil Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 4 A C 4 B C 4 C C 4 D Date Cast 10/4/00 10/4/00 10/4/00 10/4/00 Date Tested 10/11/00 11/1/00 11/1/00 11/29/00 Specimen Age ( 7 days) ( 28 days) ( 2 8 days) (56 days) Cyl.Weight (lbs.) Load (lbs. ) 77,742 100,360 101,440 not Stress (psi) 2,750 3,550 3,590 tested Type of Fracture a a a Reviewed by: `,'�G�--/- Date: ///rr,�bu The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division ofJaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution maybe made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 191,C 231,C 617,and C 1231. LETTER OF TRANSMITTAL A Divisio,,of - Eastern Materials Testing Lab - A Division ofJaworski Geotech, Inc. 114 Woodlawn Road _c1AWQ,A,SKI Berlin CT 06037 '` u; r T• MC. � J (860) 829-1725 (860) 829-1745 Fax Internet Address: http://www.jgi-geo.com i_J1 NOV 9 2000 `g . . Date: November 8, 2000 Attention: Mr. Keith kiRgr OF Suit + F, Project: Wal*Mart Store#2901 Sent to: Wal*Mart Stores,Iric: North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: X Field work Lab work Figures/Drawings _ Report - Other: Copies Date Description 1 10/31, 11/1, 11/2 Concrete Data Summary(Set No.: C-4, C-5, C-14, C-15) THESE ARE TRANSMITTED as checked below: Remarks: For approval X For your use For review and comment COPY TO: Mr. Ken Beaudoin Tony Patilco Building Official Mr. Doug Hurley Ms. Carrie Johnson Signed: l�J l Eastern A Division of EmMaterials Testing Laboratory Eastern Materials Testing Laboratory a division of ° VLAP #10315-0 JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubContractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/24/00 Cylinder Set No. : C13 Time: 10:40 Truck No. : 268 Class Concrete: 3500 w/ airpsi spec 3000 no air Ticket No. : 109528 Total Quantity 22 Batch Time: 9:44 Batch Quantity: 11. 0 cy Method of Placement: chute and buggy Air: Specified: 4 1% Measured: 4 . 80 8% Location of Sample: Slab on grade truck dock Slump Specified: 5 .0" max at F.2-0.7 Measured: 5.0" Total Location of Placement: Slab on grade between F and G line from 0.1 Unit Weight: 139.22 lbs/cu./ft. to 0 .9 line Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 71 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: clear, 54 degrees F End Area: 28.27 sq in Date Retrieved: 10/26/00 Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to l cubic yard) Cem 1 480.0 lbs./cu./yd Sand: 1314.0 lbs./cu./yd Types of Fracture Cem2 Fly ash 90.0 lbs./cu./yd Water: 228.0 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Adl Air 3.5 oz/cu./yd \ / 11 Agg 1 3/4" Gr 1798.0 lbs./cu./yd Ad2 220N 11.3 oz/cu./yd Agg 2 lbs./cu./yd Ad3 oz/cu./yd Agg 3 Ibs./CU./yd Ado oz/100 CWT ` Cooc Concaod Concand Shur Columnar Sand Moisture: 5.0% Stone Moisture: n/a Soot Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 13 A C 13 B C 13 C C 13 D Date Cast 10/24/00 10/24/00 10/24/00 10/24/00 Date Tested 10/31/00 11/21/00 11/21/00 12/19/00 Specimen Age ( 7 days) ( 28 days) ( 2 8 days) (56 days) Cyl.Weight (lbs. ) 27.32 27.48 27.42 27.18 Load (lbs. ) 54, 817 97,690 89, 780 99, 701 Stress (psi) 1, 940 3,460 3, 180 3, 530 Type of Fracture a a a a Reviewed by: /`-` Date: The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division ofJaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. — V% /S,-/3 LETTER OF TRANSMITT A T Eastern Materials Testing Lab [ i A Division of A Division of Jaworski Geotech, Inc. — 114 Woodlawn Road JM L-` d� aoaOC�r u0apo Berlin, CT 06037 (860) 829-1725 (860) 829-1745 Fax Q C110N JA TECH, m . �,Q�'TN �lPTQN, �,?�1�Ct�,. GEOTECH, �iC. Internet Address: http://www.jgi-geo.com � E Date: December 29, 2000 Attention: Mr. Keith King Project: Wal*Mart Store #2901 Sent to: Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: X Field work Lab work Figures/Drawings _ Report Other: Copies Date Description 1 12/19 Concrete Data Summary (Set No.: C13) THESE ARE TRANSMITTED as checked below: Remarks: For approval X For your use For review and comment COPY TO: Mr. Ken Beaudoin Tony Patillo Mr. Doug Hurley Ms. Carrie Johnson Signed: Esc M Eastern A Division of _ ldaterials Testing Eastern Materials Testing Laboratory a division of ° VLAP#10*; JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubContractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/25/00 Cylinder Set No. : C15 Time: 9:45 Truck No. : 269 Class Concrete: 5, 000 psi Ticket No. : 6631 Total Quantity 85 Batch Time: 9:08 Batch Quantity: 11..0 cy Air: Specified: 7 Method of Placement: chute Measured: 5.80 Location of Sample: Truck dock ramp Slump Specified: 5 .0" max Measured: 5 .5" Total Location of Placement: South end of building slab on grade from Unit Weight: 147 .27 lbs/cu./ft. truck dock to southeast corner of Wear It Plastic Wt. : Cylinder Wt. : X Well Concrete Temperature: 74 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: clear, 56 degrees F End Area: 28.27 sq in Date Retrieved: Method of Compression: neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 706.0 lbs./cu./yd Sand: 1170.0 lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd water: 258.0 lbs./cu./yd a b C d e Cem 3 lbs./cu./yd Adl Air 4.4 oz/cu./yd I 1 Agg 1 1 1/2"TR 1194.0 lbs./cu./yd Ad2 220N 14.2 oz/cu./yd ^ % Agg 2 3/4"TR 798.0 lbs./cu./yd Ada oz/cu./yd j Agg 3 lbs./cu./yd AN oz/100 CWT ' Coot Cone aid Cone and Shur Columnar Sand Moisture: n/a Stone Moisture: n/a Split Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 15 A C 15 B C 15 C C 15 D Date Cast 10/25/00 10/25/00 10/25/00 10/25/00 Date Tested 11/1/00 11/22/00 11/22/00 12/20/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl .Weight (lbs. ) 28. 90 28.68 28.78 28.74 Load (lbs. ) 89, 582 124, 090 126, 360 152, 860 Stress (psi) 3, 170 4,390 4,470 5,410 Type of Fracture a a a a Reviewed by: Date: The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. A Division of Eastern a Materials Testing Laboratory Eastern Materials Testing Laboratory a division of o��oe o,e,a VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Project: Wal Mart #2901 Project No. : 00362C North Hampton, MA Contractor: Konover Construction Client: Wal Mart Stores SubContractor: Concrete Floors Company Supplier: Construction Service JGI Representative: P. Lefebvre PLACEMENT DATA Placement Date: 10/20/00 Cylinder Set No. : C12 Time: 9:20 Truck No. : 269 Class Concrete: 4, 500 psi Ticket No. : 109362 Total Quantity 88 Batch Time: 8 :17 Batch Quantity: 11.0 cy Method of Placement: chute Air: Specified: 6 Measured: 5.1%1% i% Location of Sample: Garden Center northeast Slump Specified: 5 .0" max corner Measured: 5. 0" Total Location of Placement: Garden Center north end and east side Unit Weight: 148 .0 . : X Plastic Wt. : Cylindder er W Wt t. : X Concrete Temperature: 74 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: clear, 46 degrees F End Area: 28.27 sq in Date Retrieved: 10/24/00 Method of Compression: neoprene caps BATCH TICKET INFORMATION (reduced to 1 cubic yardl Types of Fracture Cem 1 660.0 lbs./cu./yd Sand: 1209.0 lbs./cu./yd a b c d e Cen12 lbs./cu./yd water: 225.0 lbs./cu./yd Cem 3 lbs./culyd Adl Air 4.0 oz/cu./yd Agg 1 3/4" Tr 1827.0 lbs./cu./yd Ad2 Poz 20 65.0 oz/cu./yd ^ Agg 2 lbs./cu./yd Ad3 oz/cu./yd Agg 3 lbs./cu./yd Ado oz/100 CWT' Cone Cone and Cone and Shear Columnar Sand Moisture: n/a Stone Moisture: n/a sp't sbcif COMPRESSIVE STRENGTH DATA Cylinder ID C 12 A C 12 B C 12 C C 12 D Date Cast 10/20/00 10/20/00 10/20/00 10/20/00 Date Tested 10/27/00 11/17/00 11/17/00 12/15/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight (lbs. ) 29.10 29.00 29.04 29.16 Load (lbs. ) 92, 054 122, 696 130,231 132, 020 Stress (psi) 3,260 4,340 4, 610 4, 670 Type of Fracture a a a a Reviewed by: /!J j Date: (Z/ZG AG The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing a division ofJaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution maybe made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39, C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. . r a � \^ . � . . . . ©� ®_ . .. . . � \ . . )� . � ��; � . � 2 � , \��•®*� //-/3 LETTER OF TRANSMITTAL tl A Division of Eastern Materials Testing Lab re A Division of Jaworski Geotech, In - 114 Woodlawn Road- Berlin, ,eoa. CT 06037 � 4 _01 JAWORSKI (860) 829-1725 (860) 829-174 GEOTECH, IlNC. Internet Address: http:/lwww.jgi-g o. Date: December 29, 2000 Attention: Mr. Keith King Project: Wal*Mart Store #2901 Sent to: Wal*Mart Stores, Inc. North Hampton, MA Dept. 8702 2001 SE 10th Street Project No.: 00362C Bentonville, AR 72716-0550 WE ARE SENDING YOU: X Field work Lab work Figures/Drawings _ Report Other: Copies Date Description 1 12/15 12/20 Concrete Data Summary (Set No.: C-12 C15) THESE ARE TRANSMITTED as checked below: Remarks: For approval For your use For review and comment COPY TO: Mr. Ken Beaudoin Tony Patillo Mr. Doug Hurley Ms. Carrie Johnson Signed: �ssc