JB201133.0088.Concrete Compressive Strength Test.2021-01-22.Rpt.0088Rev2 (2)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)JB201133.0088
01/22/21
02/19/21 Revision 2 - 28-day results
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
1145
4904
Plant:
Ticket No.:
Glens Falls
844667
Field Test Data
Test
Air Content (%):
Result Specification
4 4 - 6
4.0 4.5 - 7.5
64 40 - 95
32
*
* = 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:01/22/21 1222
Christian Makasi
Cloudy
10.5 10.5
End of truckSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building perimeter footing (line 39
from N to A; A from 39 to 28; 28
from A to F) including spread footings
around perimeter. Footings at Q.35,
Q.32, L.35, L.34. Piers(3) located at
the North-East corner of the building
(outside perimeter).
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 01/25/21 8.70 01/29/21 7 54,750 3 4,360 ADB
1 B 4.01 12.63 01/25/21 8.75 02/19/21 28 63,570 2 5,030 ADB
1 C 4.01 12.63 01/25/21 8.70 02/19/21 28 61,480 2 4,870 ADB
1 D 4.01 12.63 01/25/21 8.75 02/19/21 28 63,080 2 4,990 ADB
Average (28 days) 4,970
1 E 01/25/21 8.75 Hold
1 F 01/25/21 8.70 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 2%. Mid Range Water-Reducer
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
Bobby w. BBL
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 1 of 3CR0001, 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
JB201133.0088
01/22/21
02/19/21 Revision 2 - 28-day results
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
1302
4912
Plant:
Ticket No.:
Glens Falls
844671
Field Test Data
Test
Air Content (%):
Result Specification
6 4 - 6
4.9 4.5 - 7.5
69 40 - 95
34
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:01/22/21 1354
Christian Makasi
Cloudy
51 10
End of hoseSample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building perimeter footing (line 39
from N to A; A from 39 to 28; 28
from A to F) including spread footings
around perimeter. Footings at Q.35,
Q.32, L.35, L.34. Piers(3) located at
the North-East corner of the building
(outside perimeter).
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)
2 A 4.00 12.57 01/25/21 8.60 01/29/21 7 46,270 2 3,680 ADB
2 B 4.01 12.63 01/25/21 8.60 02/19/21 28 56,830 2 4,500 ADB
2 C 4.01 12.63 01/25/21 8.60 02/19/21 28 55,500 2 4,390 ADB
2 D 4.01 12.63 01/25/21 8.60 02/19/21 28 58,330 2 4,620 ADB
Average (28 days) 4,500
2 E 01/25/21 8.60 Hold
2 F 01/25/21 8.60 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 2%. Mid Range Water-Reducer
Concrete foreman was informed about the low air when pouring. The first truck was fully used. The second truck was tested,
and its air was also low (4.2%). The second truck was fully used. The third truck was tested, and air was within range (5.1%).
PM was informed about the situation.
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 3CR0001, 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
JB201133.0088
01/22/21
02/19/21 Revision 2 - 28-day results
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
Jared Hall
Staff Geologist
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 3 of 3CR0001, 11-16-12, Rev.6