06-039 (19) 061--039
SAGE ENGINEERING AND CONTRACTING, iNC.
DESIGN-BUILD DEVELOPMENT, ARCHITECTURAL ENGINEERING, AND CONSTRUCTION MANAGEMENT
September 4, 2013 C U E
Louis Hasbrouck, Building Commissioner `� SEP M 9 2013
City of Northampton
2 12 Main Street ElecVi ,o iUiat9 BA 01060GtIOt►s
Northampton, Ma 01060
RE:Zoe Senior Retirement Community, 345 haydenville Road, Northampton, Ma
SAGE Project No. 0482
City of Northampton Building Permit No: BP-2013- 1095
Dear Mr. Hasbrouck:
On behalf of Chakalos Investments, Inc., please find the enclosed Construction Control
Field Inspection Report dated 9-4-1 3 as required by The 2009 International Building
Code and the Massachusetts State Amendment to the 2009 International Building
Code for your reference on the existing project in progress named above. Included in
this report are all concrete testing reports to date.
We are available at your convenience to review the inspection reports, answer any
questions or concerns you may encounter regarding this project.
n -rely,
Elias-Dimitris Nikolaidis
Junior Engineer
SAGE ENGINEEWNG$.CONTRACTING, 1NC.
199 SERVISTAR INDUSTRIAL WAY-SUITE 2
WESTFIELD, MASSACHUSETTS 01085
TFL: 413-562-4884 co FAX: 4I3-5G2-4899
PAGE 1 OF I www,sage-lic.com
CONSTRUCTION CONTROL FIELD INSPECTION REPORT
Project: Zoe Senior Retirement Community
SAGE ENGINEERING & CONTRACTING, INC. Job Location: 345 Haydenville Road
199 SERVISTAR INDUSTRIAL WAY, SUITE 2 Northampton, MA 01060
WESTFIELD, MASSACHUSETTS 01085 Inspection Date: 9-4-2013
(413) 562-4884 Time: 11:00 AM to 1:00 PM
Sage Job Number: 0482-04-13
Building Permit No: BP-2013-1095
WEATHER: Sun, 78
EST. %OF COMPLETION: 9%
CONSTRUCTION SUPERVISOR: Ed Fortini, Sage Engineering &Contracting, Inc.
PRESENT AT SITE
-Sage Engineering & Contracting, Inc.
-Waldo Construction(Site Sub Contractor)
-McCain and Sons(Plumbing Sub Contractor)
-Equipment:
Komatsu CK 35 -Cat 966 Loader
Lull 844C -10 Ton Vibratory Roller
Cat 345 Excavator -Mobile Office Trailer
Cat 330 Excavator -(2) Portable Restroom Facilities
Cat 312 Excavator -Storage Container
Cat 305.5 Excavator -Sage Storage Trailer
WORK IN PROGRESS
-Installation of second floor trusses and deck east of grid 6.5
-Interior concrete pads are being poured in west wing
-Storm water infiltration chambers are being installed
-Underground plumbing is being installed west of grid 6.5
-General site grading
WORK COMPLETED SINCE PREVIOUS INSPECTION
-Underground plumbing east side completed
-Framing 1st floor east of grid 6.5 is 90%complete
-Foundation walls have been completed
15t and 21d floor structural steel has been completed east of grid 6.5
-Elevator shaft has been completed
-Floor slab poured east of grid 6.5
OBSERVATIONS
INFORMATION OR ACTION REQUIRED
Work in Progress Is In Compliance With Plans&Specifications.
COMMENTS
Concrete test reports ar• _ _ ed .
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INSPECTION BY: `.A- at DEMARINIS ENGINE :•
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REPORT OF CONCRETE :CYLINDER TEST
Allied Testing Laboratories, Inc.
1:15 St George Road,Springfield, MA 01104
Report Date: 8/5/13.
Project Number; Sage, Zoe. Senior Report Number: 10
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
_ _.. : FIELD TEST:CONDITIONS_AND RESULTS .(ASTM
Date Placed: 8/2/2013
Time Sampled: 1.4:15
Location of Sample: Footings, F9 to G13
Supplier:Construction Service
Truck Nunioer.:2 s 7 Ticket Number: 11678
Mix Number:
Design Strength:3000
Time Batched: 13 :3 0 Time Placed: 14:00
Batch Size:10
Slump: 3 (ASTM C143) Air Content:5.3 (ASTM C 173)
Concrete Temp: 81 (ASTM C 1os4) Ambient Temp: 80
Water Added:No Water Added on Site Technician:G. Mancini
LABORATORY TEST RESULTS. ASTM C 39
No Breaks in this Report
Remarks:
TYPES OF FRACTURE
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Type TYFe t Type 3
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Reported by:
Richard Bellucci
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St George Road, Springfield, MA 01104
Report Date: 8/12/13
Project Number: Sage, Zoe Senior Report Number: 10
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTM Q31)
Date Placed: 8/2/2013
Time Sampled: 14 :15
Location of Sample: Footings, F9 to G13
Supplier: Construction Service
Truck Number: 287 Ticket Number: 11678
Mix Number:
Design Strength: 3000
Time Batched: 13 :30 Time Placed: 14: 00
Batch Size: 10
Slump: 3 (ASTM C 143) Air Content: 5 .3 (ASTM C 173)
Concrete Temp: 81 (ASTM C 1064) Ambient Temp: 8 0 e
Water Added: No Water Added on Site Technician: G. Mancini •
LABORATORY TEST RESULTS (ASTM C39)_.
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
L-145 8/9/2013 7 28480 4 .00 12 .57 2270 76% 5
L-146 8/30/2013 28 4.00 12.57 5
L-147 8/30/2013 28 4. 00 12 .57 5
L-148 8/30/2013 28 4 . 00 12 .57 5
Remarks:
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PES OFFRACTURE E ,it i ,
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Copies to: \ 71TT L__!
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Reported by: "-
Richard Bellucci
President
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REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Road, Springfield, MA 01104
Report Date: 8/13/13
Project Number: Sage, Zoe Senior Report Number: 11
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST.CONDITIONS AND RESULTS (ASTMC 31)
Date Placed: 8/12/2013
Time Sampled: 7 :30
Location of Sample: Slab
Supplier: Construction Service
Truck Number: 289 Ticket Number: 11738
Mix Number:
Design Strength: 4000
Time Batched: 7:10 Time Placed: 7:20
Batch Size: 11
Slump: 6 (ASTM C 143) Air Content: 1 .4 (ASTM C 173)
Concrete Temp: 79 (ASTM C 1064) Ambient Temp: 75
Water Added: No Water Added on Site Technician: Joe F.
LABORATORY TEST RESULTS (ASTM C 39)
No Breaks in this Report
Remarks: TYPES OF FRACTURE
, xNPA 1L
Type 1 Type 2 Type 3
Copies to: N L✓ I ii
Typo 4 Type 5 Type s
Reported by: 4614--41(A
Richard Bellucci
• President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Road, Springfield, MA 01104
Report Date: 8/20/13
Project Number: Sage, zoe Senior Report Number: 11
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS_(ASTM G 3.1)
Date Placed: 8/12/2013
Time Sampled: 7:30
Location of Sample: slab
Supplier: Construction Service
Truck Number: 289 Ticket Number: 11738
Mix Number:
Design Strength: 4000
Time Batched: 7 :10 Time Placed: 7:20
Batch Size: 11
Slump: 6 (ASTM C 143) Air Content: 1.4 (ASTM C 173)
Concrete Temp: 79 (ASTM C 1064) Ambient Temp: 75
Water Added: No Water Added on Site Technician: Joe F.
LABORATORY TEST RESULTS (ASTM C 39)_
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
L-342 8/19/2013 7 31615 4 .00 12 .57 2520 63%- 5
L-343 9/9/2013 28 4 .00 12. 57 5
L-344 9/9/2013 28 4 .00 12. 57 ' 5
L-345 9/9/2013 28 4. 00 12 .57 5
Remarks: TYPES OF FRACTURE
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Reported by: 44Ag
Richard Bellucci
President
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REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Road, Springfield, MA 01104
Report Date: 8/13/13
Project Number: Sage, Zoe Senior Report Number: 12
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FI_ELD TEST.CONDITIONS AND RESULTS (ASTM C 31)
Date Placed: 8/12/2013
Time Sampled: 8 :20 AM
Location of Sample: Slab
Supplier: Construction Service
Truck Number: 287 Ticket Number: 11740
Mix Number:
Design Strength: 4000
Time Batched: 8 :00 Time Placed: 8 :05
Batch Size: 11
Slump: 6 (ASTM C 143) Air Content: 1. 5 (ASTM C 173)
Concrete Temp: 78 (ASTM C 1064) Ambient Temp: 76
Water Added: No Water Added on Site Technician: Joe F.
LABORATORY TEST RESULTS (asTnnC 39) .
No Breaks in this Report
Remarks: TYPES OF FRACTURE
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Type 1 Type 2 Type 3
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Type 4 Type 5 Type 6
Reported by: 144-fs-//f-L-(Z(--._____
Richard Bellucci
President
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REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Road, Springfield, MA 01104
Report Date: 8/20/13
Project Number: Sage, Zoe Senior Report Number: 12
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTM C 31)_
Date Placed: 8/12/2013
Time Sampled: 8 :20 AM
Location of Sample: Slab
Supplier: Construction Service
Truck Number: 287 Ticket Number: 11740
Mix Number:
Design Strength: 4000
Time Batched: 8 :00 Time Placed: 8 :05
Batch Size: 11
Slump: 6 (ASTM C 143) Air Content: 1 .5 (ASTM C 173)
Concrete Temp: 78 (ASTM C 1064) Ambient Temp: 76
Water Added: No Water Added on Site Technician: Joe F.
LABORATORY TEST RESULTS (ASTM C39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
L-346 8/19/2013 7 33535 4.00 12.57 2670 67% 5
L-347 9/9/2013 28 4. 00 12.57 5
L-348 9/9/2013 28 4.00 12. 57 5
L-349 9/9/2013 28 4 . 00 12 .57 5
Remarks: TYPES OF FRACTURE
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Copies to:
Type 4 Type 5 Type 6
Reported by: `�
Richard Bellucci
President
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REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St George Road, Springfield, MA 01104
Report Date: 8/13/13
Project Number: Sage, Zoe Senior Report Number: 13
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST_.CONDITIONS AND RESULTS _(ASTM0 31)
Date Placed: 8/12/2013
Time Sampled: 9: 00
Location of Sample: Slab
Supplier: Construction Service
Truck Number: 399 Ticket Number: 11742
Mix Number:
Design Strength: 4000
Time Batched: 8 :20 Time Placed: 8 :45
Batch Size: 11
Slump: 5 .75 (ASTM C 143) Air Content: 1.4 (ASTM C 173)
Concrete Temp: 77 (ASTM C1064) Ambient Temp: 76
Water Added: No Water Added on Site Technician: Joe F.
LABORATORY TEST RESULTS__jASTM C 39)
No Breaks in this Report
Remarks: TYPES OF FRACTURE
N X NR AIN
Type I Type 2 Type 3
Copies to: N- ] E
Typo4 Type 5 Type 6
Reported by: 41/47/(----
Richard
Bellucci
President
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REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Road, Springfield, MA 01104
Report Date: 8/20/13
Project Number: Sage, Zoe Senior Report Number: 13
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTM C31.)_____
Date Placed: 8/12/2 0133
Time Sampled: 9:00
Location of Sample: Slab
Supplier: Construction Service
Truck Number: 399 Ticket Number: 11742
Mix Number:
Design Strength: 4000
Time Batched: 8 :20 Time Placed: 8 :45
Batch Size: 11
Slump: 5 .75 (ASTM C 143) Air Content: 1 .4 (ASTM C 173)
Concrete Temp: 77 (ASTM C 1064) Ambient Temp: 76
Water Added: No Water Added on Site Technician: Joe F.
LABORATORY TEST RESULTS (ASTM C39)_
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
L-350 8/19/2013 7 32415 4. 00 12.57 2580 65% 5
L-351 9/9/2013 28 4. 00 12 . 57 5
L-352 9/9/2013 28 4 . 00 12 .57 5
L-353 9/9/2013 28 4 .00 12 .57 5
Remarks: TYPES OF FRACTURE
Typel Type 2 Type 3
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Reported by:
Richard Bellucci
President
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REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Road, Springfield, MA 01104
f Report Date: 8/13/13
Project Number: Sage, Zoe Senior Report Number: 14
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS _(ASTM C 31)
Date Placed: 8/12/2013
Time Sampled: 9 :25
Location of Sample: Slab
Supplier: Construction Service
Truck Number: 279 Ticket Number: 11744
Mix Number:
Design Strength: 4000
Time Batched: 8 :44 Time Placed: 9: 10
Batch Size: 11
Slump: 6 (ASTM C 143) Air Content: 1 .5 (ASTM C 173)
Concrete Temp: 78 (ASTM C 1064) Ambient Temp: 77
Water Added: No Water Added on Site Technician: Joe F.
---LABORATORY TEST RESULTSfASTM C39)__.-_
No Breaks in this Report
Remarks:
TYPES OF FRACTURE
Type t Type 2 Type 3
Copies to: \ ri
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Reported by: /4-(-1,46/1-----,
Richard Bellucci
President
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REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Road, Springfield, MA 01104
Report Date: 8/20/13
Project Number: Sage, Zoe Senior Report Number: 14
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTM.C 31_ )
Date Placed: 8/12/2013
Time Sampled: 9:25
Location of Sample: Slab
Supplier: Construction Service
Truck Number: 279 Ticket Number: 11744
Mix Number:
Design Strength: 4000
Time Batched: 8 :44 Time Placed: 9:10
Batch Size: 11
Slump: 6 (ASTM C 143) Air Content: 1 .5 (ASTM C 173)
Concrete Temp: 78 (ASTM C 1064) Ambient Temp: 77
Water Added: No Water Added on Site Technician: Joe F.
LABORATORY TEST RESULTS (ASTM C 39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
L-354 8/19/2013 7 32630 4. 00 12.57 2600 65% 5
L-355 9/9/2013 28 4 . 00 12 . 57 5
L-356 9/9/2013 28 4 . 00 12 . 57 5
L-357 9/9/2013 28 4 .00 12 .57 5
Remarks: TYPES OF FRACTURE
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Type 1 1)13,12 Type 3
Copies to: N TJ
Typed Type 5 Types
Reported by: _._ _` "-__
Richard Bellucci
President
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• REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Road, Springfield, MA 01104
Report Date: 8/16/13
Project Number: Sage, Zoe Senior Report Number: 15
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS ASTM C_31)
Date Placed: 8/15/2013
Time Sampled: 15:30
Location of Sample: Walls, F9 to G13
Supplier: Cnstruction Service
Truck Number: 288 Ticket Number: 11801
Mix Number:
Design Strength: 3000
Time Batched: 14 :30 Time Placed: 15 :00
Batch Size: 10
Slump: 4 (ASTM C 143) Air Content: 4. 8 (ASTM C 173)
Concrete Temp: 74 (ASTM C 1064) Ambient Temp: 70
Water Added: No Water Added on Site Technician: G. Mancini
LABORATORY TEST RESULTS_{ASTMC 39)
No Breaks in this Report
Remarks: TYPES OF FRACTURE
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Typed Type 5 Type 6
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Reported by: i0'
Richard Bellucci
President
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REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Road, Springfield, MA 01104
Report Date: 8/22/13
Project Number: Sage, Zoe Senior Report Number: 15
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS LASTM C311___.-__-_
Date Placed: 8/15/2013
Time Sampled: 15 :30
Location of Sample: walls, F9 to G13
Supplier: Cnstruction Service
Truck Number: 288 Ticket Number: 11801
Mix Number:
Design Strength: 3000
Time Batched: 14:30 Time Placed: 15 :00
Batch Size: 10
Slump: 4 (ASTM C 143) Air Content: 4 .8 (ASTM C 173)
Concrete Temp: 74 (ASTM C 1064) Ambient Temp: 70
Water Added: No Water Added on Site Technician: G. Mancini
LABORATORY TEST RESULTS (ASTM C 39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
L-630 8/22/2013 7 25560 4 .00 12 .57 2030 68% 5
L-631 9/12/2013 28 4.00 12 .57 5
L-632 9/12/2013 28 4. 00 12.57 5
L-633 9/12/2013 28 4. 00 12 .57
Remarks: TYPES OF FRACTURE
Nx 4
Type 7 Type 2 Type S
Copies to: N`i ri 7 I I
Type4 Type 3 Type 6
Reported by: _-- - _ . _
Richard Bellucci
President
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REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc
115,14.George goad,Springfield,MA 01104
Feport,Data; 9/4143
Project Number: Sage, Zoe Senior Report Number: 1
Project Zoe Senior Retitement, Nathamp t ,
Client. sage KriginegttiVi 414C
Address: 199
Attn:: w7.7istar T111414-10 :1,4 Way
Suite 2.4 :la/est.:field, M 1:084
FIELD TEST;CONITIONS:AND RESULTS (AsTm
Date Placed: 9/3/2013.
Time sang*: 1 5 00
Location of Sample: & G Piers, West Wing
Supplier Cons t rutt4.04 Service
Truck Number:293 Ticket Number: 11950
Mix Number:
Design Strength: 3000
Time Batched: 14110: Tithe Placed: 14:30
- Batch Size:6
Slump: 3 (ASTM C 143) Air Content 4.9 (ASTM c 171)
Concrete Temp 74 ASTM C-1064i Ambient Temp; 70
Water Added: No Itate:ti Added on ate Technician:G.Mandipi
LABORATORY TEST RESULTS IASTA4 C39)
grealta j . this Report
Remarks: rongsprrpicivRE
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copies to:
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Reported by:
Richard Bellucci
President
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REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St.George Road,Springfield, MA 01104
Report Date: 7/26/13
Project Number. Sage, Zoe Senior Report Number: 1
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTM C 31) _
Dale Placed: 6/27/2013
Time Sampled: 16:03
Location of Sample: 350' of Footing
Supplier: Construction Service
Truck Number: 281 Ticket Number: 11271
Mix Number:
Design Strength: 3000
Time Batched: 15:35 Time Placed: 15 :55
Batch Size: 8
Slump: 4.5 (ASTM C 143) Air Content: 5.4 (ASTM C 173)
Concrete Temp: 83 (ASTM C 1064) Ambient Temp: 81
Water Added: No Water Added on Site Technician: J. Cormier
LABORATORY TEST RESULTS (ASTM C 39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
K-167 7/5/2013 8 28690 4.00 12 .57 2280 76% 5
K-168 7/25/2013 28 50550 4 .00 12.57 4020 134% 5
K-169 7/25/2013 28 54270 4.00 12.57 4320 144% 5
K-170 7/25/2013 28 52760 4.00 12.57 4200 140% 5
Remarks: TYPES OF FRACTURE
Type 1 Type 2 Type 3
Copies to: �` f
Typo 4 types Type
Reported by:
Richard Bellucci
President
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REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Road, Springfield, MA 01104
Report Date: 8/6/13
Project Number: Sage, Zoe Senior Report Number: 2
Project: Zoe Senior Retirement, Northampton, MA
Client Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTM C 31)
Date Placed: 7/8/2013
Time Sampled: 14 :22
Location of Sample: Wall from C4-J1
Supplier: Construction Service
Truck Number: 340 Ticket Number: 11382
Mix Number:
Design Strength: 3000
Time Batched: 13:55 Time Placed: 14:15
Batch Size: 8
Slump: 4.5 (ASTM C 143) Air Content: 4.7 (ASTM C 173)
Concrete Temp: 85 (ASTM C 1084) Ambient Temp: 87
Water Added: No Water Added on Site Technician: J. McGreevy
LABORATORY TEST RESULTS (ASTM C 39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
K-445 7/15/2013 7 26015 4.00 12.57 2070 69% 5
K-446 8/5/2013 28 43215 4.00 12 .57 3440 115% 5
K-447 8/5/2013 28 44320 4 .00 12 .57 3530 118% 5
K-448 8/5/2013 28 42950 4.00 12. 57 3420 114%
Remarks:
TYPES OF FRACTURE
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Copies to:
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Reported by: 14-1/11/4-------.
Richard Bellucci
President
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REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Road, Springfield, MA 01104
Report Date: 8/7/13
Project Number: Sage, Zoe Senior Report Number: 3
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTMC 31), .
Date Placed: 7/9/2013
Time Sampled: 15 :03
Location of Sample: Ftg. 5 Line, M-P, 8 Line, M-P, 904 Line W-ZZ *
Supplier: Construction Service
Truck Number: 341 Ticket Number: 11396
Mix Number:
Design Strength: 3000
Time Batched: 14:45 Time Placed: 14:57
Batch Size: 1
Slump: 3 ASTM C 143) Air Content 5.0 (ASTM C 173)
Concrete Temp: 83 (ASTM C 1064) Ambient Temp: 81
Water Added: No Water Added on Site Technician:J. Cormier
LABORATORY TEST RESULTS (ASTM C 39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
K-384 7/16/2013 7 36900 4.00 12.57 2940 98% 5
K-385 8/6/2013 28 58935 4.00 12.57 4690 156% 5
K-386 8/6/2013 28 58920 4.00 12.57 4690 156% 5
K-387 8/6/2013 28 54820 4.00 12.57 4360 145% 5
Remarks: * 13 Line, L-G TYPES OF FRACTURE
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REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St George Road,Springfield,MA 01104
Report Date: 8/15/13
Project Number: Sage, Zoe Senior Report Number: 6
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTM C 31)
Date Placed: '7/17/2013
Time Sampled: 15:30
Location of Sample:Wall N to Q, Interior PIers, 2.6 to 2. 9
Supplier: Construction Service
Truck Number: 282 Ticket Number: 11498
Mix Number:
Design Strength: 3000
Time Batched: 14 :45 Time Placed: 15 :15
Batch Size: a
Slump: 4 (ASTM C 143) Air Content: 4.9 (ASPM C 173)
Concrete Temp: 89 (ASTM C 1064) Ambient Temp: 98
Water Added: No Water Added on Site Technician:B. Mayne
LABORATORY TEST RESULTS (ASTM C 39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
K-739 7/24/2013 7 33025 4.00 12.57 2630 88% 5
K-740 8/14/2013 28 42485 4.00 12.57 3380 113% 5
K-741 8/14/2013 28 43645 4 .00 12 .57 3470 116% 5
K-742 8/14/2013 28 45670 4.00 12.57 3630 121% 5
Remarks: TYPES OF FRACTURE
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Reported by: 144 %,.".—._...
Richard Bellucci
President
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REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Road, Springfield, MA 01104
Report Date: 8/13/13
Project Number: Sage, Zoe Senior Report Number: 7
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
..FIELD TEST CONDITIONS AND RESULTS (ASTM C 31)
Date Placed: 7/15/2013
Time Sampled:
Location of Sample:
Supplier: Cylinders Cast by Others
Truck Number: Ticket Number:
Mix Number:
Design Strength:
Time Batched: Time Placed:
Batch Size:
Slump: ;ASTM C143) Air Content: (ASTM C173)
Concrete Temp: (ASTM C 1064) Ambient Temp:
Water Added: Technician:
LABORATORY TEST RESULTS (ASTM C 39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
K-615 7/22/2013 7 47905 4.00 12.57 3810 5
K-616 8/12/2013 28 62030 4.00 12.57 4940 5
K-617 8/12/2013 28 61120 4.00 12.57 4860 5
K-618 8/12/2013 28 60015 4 .00 12.57 4780 5
Remarks:
Trims OF FRACTURE
Types T,p92 Type3
Copies to:
TYpet Type3 Types
Reported by:
Richard Bellucci
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Road, Springfield, MA 01104
Report Date: 8/27/13
Project Number: Sage, Zoe Senior Report Number: 8
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTM C 31)
Date Placed: 7/29/2013
Time Sampled: 15:05
Location of Sample: Interior Piers
Supplier: Construction Service
Truck Number: 321 Ticket Number: 11 6C
Mix Number:
Design Strength: 3000
Time Batched: 14:42 Time Placed: 14 :58
Batch Size: 11
Slump: 4 .5 (ASTM C 143) Air Content: 5.5 (ASTM C 173)
Concrete Temp: 84 (ASTM C 1064) Ambient Temp: 83
Water Added: No Water Added on Site Technician: Marc M.
LABORATORY TEST RESULTS (ASTM C 39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
K-973 8/5/2013 7 35710 4. 00 12 .57 2840 95% 5
K-974 8/26/2013 28 51872 4.00 12.57 4130 138% 5
K-975 8/26/2013 28 51684 4.00 12.57 4110 137% 5
K-976 8/26/2013 28 50240 4 .00 12.57 4000 133% 5
Remarks:
,J\' TYPES OF�FRACTURE
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Copies to:
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Reported by: 4(41/1-1.,/,---7.--„.
Richard Bellucci
President
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REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Road, Springfield, MA 01104
Report Date: 8/30/13
Project Number: Sage, zoe Senior Report Number: 10
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTM C 31)
Date Placed: 8/2/2013
Time Sampled: 14:15
Location of Sample: Footings, F9 to G13
Supplier: Construction Service
Truck Number: 287 Ticket Number: 11678
Mix Number:
Design Strength: 3000
Time Batched: 13:30 Time Placed: 14:00
Batch Size: 10
Slump: 3 (ASTM C 143) Air Content: 5 .3 (ASTM C 173)
Concrete Temp: 81 (ASTMC 1064) Ambient Temp: BO
Water Added: No Water Added on Site Technician: G. Mancini
LABORATORY TEST RESULTS (ASTM C 39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
L-145 8/9/2013 7 28480 4 .00 12.57 2270 76% 5
L-146 8/30/2013 28 51435 4 .00 12.57 4090 136% 5
L-147 8/30/2013 28 52245 4 .00 12.57 4160 139% 5
L-148 8/30/2013 28 51990 4.00 12.57 4140 138% 5
Remarks: TYPES OF FRACTURE
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Copies to: i
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Reported by: id/41/(-----
Richard
Bellucci
President
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