JB201133.0066.Concrete Compressive Strength Test.2021-01-08.Rpt.0066Rev1Report Number:
Service Date:
Report Date:
Task:
Client
Queensbury, NY 12804
Bay Road and Blind Rock Road
Fowler Square SI and CMTRosetti Acquisitions LLC
Attn: Christopher Falvey
427 New Karner Rd
Albany, NY 12205
518-266-0310
Albany, NY 12203-5169
30 Corporate Cir Ste 201* Report Contains Deviation(s)JB201133.0066
01/08/21
02/05/21 Revision 1 - input weights
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: JB201133
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
35000
Jointa Galusha, L.L.C
Material Information
1250
4904
Plant:
Ticket No.:
Glens Falls
844455
Field Test Data
Test
Air Content (%):
Result Specification
5 1/2 4 - 6
8.3 4.5 - 7.5
60 40 - 95
26
*
* = Field Test Results do not meet project specifications.
3,500
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:01/08/20 1326
Christian Makasi
Clear
10 10
End of truckSample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building perimeter’s foundation wall
from mid-point between line 25 & 26
to line R. (Column’s piers around
building perimeter included)
Placement Location:
Laboratory Test Data
Set Avg Diam.Area Weight DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
Tested
By(lbs)
1 A 4.00 12.57 8.30 01/15/20 7 42,530 2 3,380 ADB
1 B 4.00 12.57 8.40 02/05/20 28 51,580 2 4,100 ADB
1 C 4.00 12.57 8.40 02/05/20 28 55,790 2 4,440 ADB
1 D 4.00 12.57 8.35 02/05/20 28 50,260 2 4,000 ADB
Average (28 days) 4,180
1 E 8.35 Hold
1 F 8.35 Hold
Initial Cure:Final Cure:Onsite Cooler Moist Room
Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
3500psi Concrete - Foundation Walls, Footings, Exterior Hot Water Non-Chloride 1%, Mid Range Water-Reducer
Air content tested twice results 8.4% and 8.3% for the second test of the same sample. the results were reported to Dave the
Concrete Foreman, and he dicided to procced with the placement.
The site superintendent was also informed of the test results.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 2CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client
Queensbury, NY 12804
Bay Road and Blind Rock Road
Fowler Square SI and CMTRosetti Acquisitions LLC
Attn: Christopher Falvey
427 New Karner Rd
Albany, NY 12205
518-266-0310
Albany, NY 12203-5169
30 Corporate Cir Ste 201* Report Contains Deviation(s)JB201133.0066
01/08/21
02/05/21 Revision 1 - input weights
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: JB201133
Samples Made By: Dente Group - A Terracon Co.
Sample fresh concrete at the placement locations, perform required field tests and cast compressive strength samples.Services:
Reported To:
Contractor:
Report Distribution:
(1) Rosetti Acquisitions LLC, Christopher Falvey (1) 260 Structural Engineering, Dan Thomas
(1) BBL Construction Services, Bobby Chatterton (1) BBL Construction Services, Eric Weatherwax
(1) BBL Construction Services, Ryan Etue (1) Galusha & Sons LLC, Drew Stevens
(1) Galusha & Sons LLC, James Campagnone
M. McHenry
Materials Department Manager
Bobby w. BBL
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Dente Group - A Terracon Co. Rep.: Christian Makasi
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 2CR0001, 11-16-12, Rev.6