JB201133.0131.Concrete Compressive Strength Test.2021-03-25.Rpt.0131Report 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
JB201133.0131
03/25/21
04/02/21
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: JB201133
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
C40R762
CBC
Material Information
0645
487
Plant:
Ticket No.:
Glens Falls, NY
1835652
Field Test Data
Test
Air Content (%):
Result Specification
8
1.5
70
50
4,000
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:03/25/21 0715
Abdulaziz Abdalla
50
10 10
40
0
Truck chuteeSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Slab on grade from lines E-T/2-13Placement 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 03/26/21 8.85 04/01/21 7 61,820 2 4,920 ADV
1 B 4.00 12.57 03/26/21 9.00 04/22/21 28
1 C 4.00 12.57 03/26/21 8.85 04/22/21 28
1 D 4.00 12.57 03/26/21 8.90 04/22/21 28
1 E 03/26/21 8.90 Hold
1 F 03/26/21 8.95 Hold
Initial Cure:Final Cure:Onsite Cooler Moist Room
Comments:Not tested for plastic unit weight.
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) D.A. Collins Construction Co Inc, Robin
Stothers
(1) Galusha & Sons LLC, Drew Stevens (1) Galusha & Sons LLC, James Campagnone
BBL
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.: Abdulaziz Abdalla
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
JB201133.0131
03/25/21
04/02/21
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: JB201133
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
C40R762
CBC
Material Information
0815
487
Plant:
Ticket No.:
Glens Falls, NY
1835657
Field Test Data
Test
Air Content (%):
Result Specification
7 1/2
1.3
67
60
4,000
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:03/25/21 0900
Abdulaziz Abdalla
60
60 10
0
40
Truck chuteSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Slab on grade from lines E-T/2-13Placement 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 03/26/21 9.00 04/01/21 7 68,920 2 5,480 ADV
2 B 4.00 12.57 03/26/21 8.90 04/22/21 28
2 C 4.00 12.57 03/26/21 9.00 04/22/21 28
2 D 4.00 12.57 03/26/21 8.95 04/22/21 28
2 E 03/26/21 9.00 Hold
2 F 03/26/21 8.90 Hold
Initial Cure:Final Cure:Onsite Cooler Moist Room
Comments:Not tested for plastic unit weight.
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) D.A. Collins Construction Co Inc, Robin
Stothers
(1) Galusha & Sons LLC, Drew Stevens (1) Galusha & Sons LLC, James Campagnone
BBL
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.: Abdulaziz Abdalla
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
JB201133.0131
03/25/21
04/02/21
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: JB201133
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
C40R762
CBC
Material Information
1015
487
Plant:
Ticket No.:
Glens Falls, NY
1835662
Field Test Data
Test
Air Content (%):
Result Specification
8
1.1
70
60
4,000
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:03/25/21 1045
Abdulaziz Abdalla
60
110 10
0
30
Truck chuteSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Slab on grade from lines E-T/2-13Placement 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)
3 A 4.00 12.57 03/26/21 8.95 04/01/21 7 62,920 2 5,010 ADV
3 B 4.00 12.57 03/26/21 9.00 04/22/21 28
3 C 4.00 12.57 03/26/21 8.95 04/22/21 28
3 D 4.00 12.57 03/26/21 9.00 04/22/21 28
3 E 03/26/21 9.00 Hold
3 F 03/26/21 8.95 Hold
Initial Cure:Final Cure:Onsite Cooler Moist Room
Comments:Not tested for plastic unit weight.
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) D.A. Collins Construction Co Inc, Robin
Stothers
(1) Galusha & Sons LLC, Drew Stevens (1) Galusha & Sons LLC, James Campagnone
M. McHenry
Materials Department Manager
BBL
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.: Abdulaziz Abdalla
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