JB201133.0134.Concrete Compressive Strength Test.2021-03-29.Rpt.0134Report 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
JB201133.0134
03/29/21
04/08/21
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: JB201133
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
C40R762
Craneville Block Company
Material Information
0630
487
Plant:
Ticket No.:
18
1835673
Field Test Data
Test
Air Content (%):
Result Specification
8 6 - 8
1.2 0 - 3
69 45 - 90
37
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:03/29/21 0730
Bryan Smith
Overcast and Windy
10 10
Point of PlacementSample Location:
Placement Method:Chute
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Slab on Grade between column lines
13 and 18
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 03/30/21 8.95 04/05/21 7 62,830 2 5,000 ADV
1 B 4.00 12.57 03/30/21 8.90 04/26/21 28
1 C 4.00 12.57 03/30/21 8.90 04/26/21 28
1 D 4.00 12.57 03/30/21 8.95 04/26/21 28
1 E 03/30/21 8.85 Hold
1 F 03/30/21 8.85 Hold
Initial Cure:Final Cure:Onsite Cooler Moist Room
Comments:Not tested for plastic unit weight.
Super-P added
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
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.: Bryan Smith
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
JB201133.0134
03/29/21
04/08/21
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: JB201133
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
C40R762
Craneville Block Company
Material Information
0830
628
Plant:
Ticket No.:
18
1835679
Field Test Data
Test
Air Content (%):
Result Specification
7 1/2 6 - 8
0.5 0 - 3
65 45 - 90
39
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:03/29/21 0930
Bryan Smith
Sunny and Windy
60 10
Point of PlacementSample Location:
Placement Method:Chute
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Slab on Grade between column lines
13 and 18
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 03/30/21 8.90 04/05/21 7 63,030 2 5,020 ADV
2 B 4.00 12.57 03/30/21 8.85 04/26/21 28
2 C 4.00 12.57 03/30/21 8.85 04/26/21 28
2 D 4.00 12.57 03/30/21 8.90 04/26/21 28
2 E 03/30/21 8.85 Hold
2 F 03/30/21 8.90 Hold
Initial Cure:Final Cure:Onsite Cooler Moist Room
Comments:Not tested for plastic unit weight.
Super-P added
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
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.: Bryan Smith
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
JB201133.0134
03/29/21
04/08/21
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: JB201133
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
C40R762
Craneville Block Company
Material Information
1000
659
Plant:
Ticket No.:
18
1835684
Field Test Data
Test
Air Content (%):
Result Specification
7 6 - 8
1.2 0 - 3
65 45 - 90
41
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:03/29/21 1030
Bryan Smith
Sunny and Windy
110 10
Point of PlacementSample Location:
Placement Method:Chute
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Slab on Grade between column lines
13 and 18
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)
3 A 4.00 12.57 03/30/21 8.90 04/05/21 7 57,180 2 4,550 ADV
3 B 4.00 12.57 03/30/21 8.90 04/26/21 28
3 C 4.00 12.57 03/30/21 8.85 04/26/21 28
3 D 4.00 12.57 03/30/21 8.90 04/26/21 28
3 E 03/30/21 8.95 Hold
3 F 03/30/21 8.90 Hold
Initial Cure:Final Cure:Onsite Cooler Moist Room
Comments:Not tested for plastic unit weight.
Super-P added
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
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.: Bryan Smith
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