18D-001 (11) ° GROUT COMPRESSIVE TEST SUMMARY
EASTERN,Inc.
Project : Big Y Northampton Project No. : 05339C
Northampton, MA Contractor: C M & B
Client: Big Y Supermarket Mason: DC Moon
Supplier: Bill Willard Fabricated by: R. Dwight
PLACEMENT DATA
Date Cast: 10/28/2005 Sample Width:3. 25 Height 6.50
Weather: clear L/W Ratio: 2 .00 : 1
Test Specimen Type: Grout Grout Strength: 3000 psi
Set No. : G 1 Truck No. : 10
Ticket No. : 23827
MIX PROPORTIONS Slump:
Quantity: 5.00 cy Specified: 8-10 inches
Sand: not provided Measured: 8.50 inches
Water: Air:
Cement: Specified: n/a %
Stone: Measured: n/a %
Admixl: oz.
Specimen Temperature: 55 degrees
Admix2: oz.
Ambient Temperature: 66 degrees
Admix3: Date Retrieved: 10/31/2005
TOTAL LOCATION OF MASONRY CONSTRUCTION: south side of Fashion Bug retaining wall
CMU column lines J, H, G, F, E, D, C and B from line 2
LOCATION OF SAMPLE ORIGIN:
retaining wall column line F-2
COMPRESSIVE STRENGTH DATA
Specimen No. G 1 A G 1 B G 1 C G 1 D
Date Cast 10/28/2005 10/28/2005 10/28/2005 10/28/2005
Date Tested 11/4/2005 11/25/2005 11/25/2005 11/25/2005
( 7 days) (28 days) (28 days) ( 28 days)
Weight (lbs) 4 .88 4 .82 4 .77 4 .79
End Area (sq in) 10.56 10.56 10.56 10.56
Load (lbs) 34, 540 54, 640 57, 350 56, 030
Stress (psi) 3,270 5, 170 5, 430 5, 300
Reviewed By: Date: &/-3G i— #100315-0
The information stated on this report may not be reproduced excopt in its entirety wi?ut the express written consent of
JGI EASTERN, Inc. Sampling and testing were performed in general accordance with ASTM: C109,01,C760,C476,C1019,C231, and C617.
Reports are relevant only to the items tested and no other attributions may be made.
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�•��i MORTAR COMPRESSIVE TEST SUMMARY
/�
�I 9I=.
Project : Big Y Northampton Project No. : 05339C
Northampton, MA Contractor: C M & B
Client : Big Y Supermarket Mason: American Mason/D.C. Mason
Supplier: mixed on-site JGI Technician: R. Dwight
PLACEMENT DATA Set No. : M 1
Date Cast: 10/27/2005
Sample Width: 2.00 Length 2.00
Weather: overcast, 48 degrees L/W Ratio: 1 .00 : 1
Test Specimen Type: Mortar ASTM C270 Strength: psi
Specimen Temperature: n/a
Ambient Temperature: n/a
Date Retrieved: 10/31/2005
MIX PROPORTIONS
Sand: 2. 00 bags
Water: 1 .50 gallons
Cement:
Lime:
Admixl: oz.
Admix2: oz.
TOTAL LOCATION OF MASONRY CONSTRUCTION:
south side of Fashion Bug CMU retaining wall column lines B to J to line 2
LOCATION OF SAMPLE ORIGIN:
south side of Fashion Bug CMU retaining wall column line E-2
Comments:
COMPRESSIVE STRENGTH DATA
Specimen No. M 1 A M 1 B M 1 C
Date Cast 10/27/2005 10/27/2005 10/27/2005
Date Tested 11/24/2005 11/24/2005 11/24/2005
(28 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) 7, 290 8, 040 7, 940
Stress (psi) 1, 820 2, 010 1, 990
Reviewed By: A6,.5 Date: �f30�QS� WLAP #100315-0
The information stated on this report may not be reproduced except in its entirety without the written consent of
JGI EASTERN, Inc. Sampling and testing were performed in general accordance with ASTM: C109, C31, C780, C976, C1019, C231, and C617.
Reports are relevant only to the items tested and no other attributions may be made.
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E01CONCRETE COMPRESSIVE STRENGTH
F5S7TJRN9'hW• TEST SUMMARY REPORT
NVLAP 0100315-0
CONCRETE DATA SUMMARY
Project: Big Y Project No. : 05339C
Northampton, MA Contractor: CM&B
Client: Big Y Supermarket SubContractor: Pioneer Valley Concrete
Supplier: Bill Willard, Inc. JGI Representative: R. Dwight
PLACEMENT DATA
Placement Date: 10/27/2005 Time: 1: 30 Cylinder Set No. : C4
Required Strength 3, 000 psi Truck No. : n/a
Delivered Strength 4, 000 psi Ticket No. : 23817
Total Quantity 7 cy Batch Time: 12: 53
Batch Quantity: 7 cy Air: Specified: n/a
Method of Placement: chute
Measured: 1.3`0
Location of Sample: new retaining wall west
Slump Specified: 3 inches
side Measured: 5 inches
Total Location of Placement: retaining wall Unit Weight: 147.70 lbs/cf
on the south side of the driveway near Cook plastic Wt. : Cylinder Wt. : X
Avenue
Concrete Temperature: 65 degrees F
Ambient Temp: 66 degrees
Nominal Size: 4 x 8 inches Date Retrieved: 11/2/2005
Method of Capping: Neoprene Pad
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Cem 1 lbs/cy Sand: Not Provided lbs/cy Sand Moisture:
Cem 2 lbs/cy Water: lbs/cy Stone Moisture:
Cem 3 lbs/cy Adl oz/cy
Agg I lbs/cy Ad2 oz/cy
Agg 2 lbs/cy Ad3 oz/cy
Agg 3 lbs/cy Ad4 oz/CWT
COMPRESSIVE STRENGTH DATA
Cylinder ID C 4 A C 4 B C 4 C C 4 D C 4 E C 4 F
Date Cast 10/27/2005 10/27/2005 10/27/2005 10/27/2005
Date Tested 11/3/2005 11/24/2005 11/24/2005 12/22/2005 Not Cast Not Cast
Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) ( 0 days) (0 days)
Cyl.Weight (lbs. ) 8. 46 8.49 8.52 8 .50
Cyl.Diameter (in. ) 3.97 4 .01 4 .02
End Area (in2) 12.37 12. 62 12. 69 0.00 0.00 0.00
Load (lbs. ) 39,850 60, 580 59, 320 not
Stress (psi) 3,220 4, 800 4, 680 tested
Type of Fracture 5 2 2
% of Design 107 .3 160.0 156.0 0.0
BREAK TYPES-ASTM C39-04a
TYPE 1: Cone, 2: Cone/Split 3: columnar, 4: Diagonal, 5: Side Fracture, 6: End Point
Reviewed by:-lis Date:
The information stated on this report may not be reproduced except in its entirely without the express written consent of JGI EASTERN,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:
MFRF ReWsion 2
InnCONCRETE COMPRESSIVE STRENGTH
EASSITM9 hm. TEST SUMMARY REPORT
VLAP#100315-0
CONCRETE DATA SUMMARY
Project : Big Y Project No. : 05339C
Northampton, MA Contractor: CM&B
Client: Big Y Supermarket SubContractor: Pioneer Valley Concrete
Supplier: Bill Willard, Inc. JGI Representative: R. Dwight
PLACEMENT DATA
Placement Date: 10/26/2005 Time: 12: 05 Cylinder Set No. : C3
Required Strength 3, 000 psi Truck No. : 17
Delivered Strength 3, 000 psi Ticket No. : 23800
Total Quantity 5 cy Batch Time: 11:30
Batch Quantity: 5 cy
Method of Placement: chute Air: Specified: S.0%
5
Measured: .0°a
Location of Sample: east side of retaining wall
Slump Specified: 3 inches
Measured: 7 inches
Total Location of Placement : retaining wall on Unit Weight: 142.25 lbs/cf
south side of driveway near Cook Ave. plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 55 degrees F
Ambient Temp: 66 degrees
Nominal Size: 4 x 8 inches Date Retrieved: 10/31/2005
BATCH TICKET INFORMATION(reduced to i cubic yard) Method of Capping: Neoprene Pad
Cem 1 lbs/cy Sand: Not Provided Ibs/cy Sand Moisture:
Cem 2 lbs/cy Water: lbs/cy Stone Moisture:
Cem 3 Ibs/cy Adl oz/cy
Agg 1 Ibs/cy Ad2 oz/cy
Agg 2 lbs/cy Ad3 oz/cy
Agg 3 Ibs/cy Ad4 oz/CWT
COMPRESSIVE STRENGTH DATA
Cylinder ID C 3 A C 3 B C 3 C C 3 D C 3 E C 3 F
Date Cast 10/26/2005 10/26/2005 10/26/2005 10/26/2005
Date Tested 11/2/2005 11/23/2005 11/23/2005 12/21/2005 Not Cast Not Cast
Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) ( 0 days) (0 days)
Cyl.Weight (lbs. ) 8 .23 8.27 8.21 8.31
Cyl.Diameter (in. ) 3. 99 4.01 3. 95
End Area (in2) 12.50 12. 62 12.25 0.00 0.00 0.00
Load (lbs. ) 24,560 41, 510 44, 760 not
Stress (psi) 1, 970 3, 290 3, 650 tested
Type of Fracture 6 1 6
of Design 65.7 109.7 121.7 0.0
BREAK TYPES-ASTM C39-04a
TYPE 1: Cone, 2: Cone/Split 3: Columnar, 4: Diagonal, 5: Side Fracture, 6: End Point
Reviewed by: SsT Date:
The information stated on this report may not be reproduced except in its entirety without the express written consent ofJGl EASTERN,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:
MFRFRekdon 2
IF
LETTER OF TRANSMITTAL
JGI EASTERN, Inc.
114 Woodlawn Road
Berlin, CT 06037
(860) 829-1725 (860) 829-1745 Fax
Internet Address: http://www.jgieastem.com
Date: December 5, 2005 Attention: Mr. Peter Smith
Project: /'36 Big Y Northampton Sent to: Big Y Supermarket
Project Address: North King Street 60 Memorial Drive
Northampton, MA Springfield, MA 01102
Project No.: 05339C
WE ARE SENDING YOU: X Field work _ Lab work
Figures/Drawings _ Report
Other:
Copies Date Description
1 11/23, 11/24 Concrete Test Summary(Set No. C3, C4)
1 11/24 Mortar Test Summary(Set No.: M 1)
1 11/25 Grout Test Summary(Set No.: G I)
THESE ARE TRANSMITTED as checked below: Remarks:
Email reports to:
_ For approval
X For your use jvenie(a)cmbteam.com
_ For review and comment ShewchuKaftigy.com
Jlord .ekmail.com
COPY TO: Northampton Bldg. Official
CM&B
Signed: SB
The information contained within the attached reports may not be reproduced except in their entirety without the express written consent of JGl EASTERN,Inc.
Use of the NVLAP designation on data reports does not constitute endorsement by the NIST or NVLAP.Reports are relevant only to items tested and no other
attribution may be made.,
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