31B-282 Rpts+38,39,+56+Day+BreaksProject Number:
Project:
Client:
Address:
Attn:
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Rd. Springfield, MA 01104
Report Date: 6/29/12
City of Northampton, Police
Northampton Police Station
City of Northampton
2I0 Main Street
Northampton, MA 01060
Report Number: 3 B
FIELD TEST CONDI
Date Placed: s/3/2012
Time Sampled 12 :75
Location of Sample: Parking Garage, Retaining Wal-l Footing
Supplien Construction Service
ASTM C 31
Truck Number: 219
Mix Number:
Design Strength: 4 000
Time Batched: 11 : 53
Batch Size: t- t
slump: 6.5 (ASTMC143)
Concrete Temp: 66 (ASTM c 1064)
Water Added: xo water Added on Site
Ticket Number: B2B9
Time Placed: 12: oj
Air Content: 6 . 5 (ASTM c 173)
Ambient Temp: 60
Technician: Marc M.
LABORAT c39
Specimen
A- 167
A-168
A-169
A-170
Test
Date
5/L0/2012
5/3L/2012
5/3r/2012
6/28/2012
Strength
1830
3450
3640
4 010
Percent of
Design
46e"
86?
9re"
100%
TYPES OF FRACTURE
Type of
Fracture
5
5
q
5
Age
1
28
2B
56
Load Diameter Area22950 4.00 72.5743355 4.00 12.57
45785 4.00 12.5750330 4.00 !2.s7
Remarks: Reinforcing incorporated in today' s concrete
placement was found to be satj_sfactory for size
quantity, cl,eanl-iness, properly supported
adequately tied and spaced as required
Copies to:
Type 3ntltl
Type 6
Reportedby: / {d,Richard eelfucci
XXKruffi
Typo 1
t\ It\ll'l
Type 4
Type 2
t|ltI-J LJ
Type 5
President
Project Number:
Project:
Client:
Address:
Attn:
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Rd. Springfield, MA 01104
Report Date: 6/29/12
City of Northampton, Police
Northampton Pol-ice Station
City of Northampton
2I0 Main Street
Northampton, MA 01060
Report Number: 3 9
CONDITI
Date Placed: 5/3/2012
Time Sampled: 13 : 15
Location of Sample. t0 Line, A-C & 10 Line
Supplier Construction Service
Truck Number: 341
Mix Number:
Design Strength: 4000
Time Batched: 12:25
Batch Size: t t
Slump: z (ASTMc143)
Concrete Temp: ea (ASTM c 1064)
Water Added: uo water Added on Site
to 9 Line
Ticket Number: B29r
Time Placed: 13 : 00
AirContent: 6.7 (ASrM c173)
Ambient Temp: 60
Technici?Ilr Marc M.
Specimen
A-171
A-71 2
A-173
A-I1 4
Test
Date
5/L0/2012
s/3L/2012
5/37/2072
6/28/2012
Strength
207 0
3710
3950
4 510
Percent of
Design
52eo
93?
992
1 13U
TYPES OF FRACTURE
Type of
Fracture
q
5
5
5
Age
7
28
2B
56
Load Diameter Area25970 4.00 12.5746660 4.00 12.5749655 4.00 12.5156700 4.00 12.57
Remarks: Reinf orcing j-ncorporated in Loday' s concrete
placement was found to be satisfactory for sizequantity, cleanl_iness, properly supported
adequately tied and spaced as requireC
Copies to:
Type 1
t\lt\t
Type 4
Type2
Type 5
XXNruffi
rD
Type 3
tltl
Type 6
Richard Bell_ucci
President
Reported by: