JB201133.0120.Concrete Compressive Strength Test.2021-02-26.Rpt.0120Rev1Report 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)JB201133.0120
02/26/21
03/05/21 Revision 1 - input cylinder weights
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: JB201133
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
C40R762
Glens Falls Ready Mix Co.
Material Information
0700
487
Plant:
Ticket No.:
Glens Falls
1835620
Field Test Data
Test
Air Content (%):
Result Specification
8 1/2 6 - 8
1.5 Max 3
59 40 - 95
29
*
* = Field Test Results do not meet project specifications.
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:02/26/21 0735
Christian Makasi
Partly-Sunny
10 10
End of truckSample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Second floor slab on deckPlacement 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 1 4.00 12.57 03/01/21 8.80 03/05/21 7 53,970 2 4,290 ADB
1 2 03/01/21 8.70 03/26/21 28
1 3 03/01/21 8.75 03/26/21 28
1 4 03/01/21 8.70 03/26/21 28
1 5 03/01/21 8.70 Hold
1 6 03/01/21 8.75 Hold
Initial Cure:Final Cure:Onsite Cooler Moist Room
Comments:Not tested for plastic unit weight.
4000R No Air Superplasticizer 2% Non Chloride Accelerator
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.: 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 6CR0001, 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)JB201133.0120
02/26/21
03/05/21 Revision 1 - input cylinder weights
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: JB201133
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
C40R762
Glens Falls Ready Mix Co.
Material Information
0754
657
Plant:
Ticket No.:
Glens Falls
1835625
Field Test Data
Test
Air Content (%):
Result Specification
8 3/4 6 - 8
0.6 Max 3
60 40 - 95
30
*
* = Field Test Results do not meet project specifications.
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:02/26/21 0851
Christian Makasi
Partly-Sunny
60 10
End of truckSample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Second floor slab on deckPlacement 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 1 4.00 12.57 03/01/21 8.85 03/05/21 7 61,540 2 4,900 ADB
2 2 03/01/21 8.95 03/26/21 28
2 3 03/01/21 8.90 03/26/21 28
2 4 03/01/21 8.95 03/26/21 28
2 5 03/01/21 8.90 Hold
2 6 03/01/21 8.90 Hold
Initial Cure:Final Cure:Onsite Cooler Moist Room
Comments:Not tested for plastic unit weight.
4000R No Air Superplasticizer 2% Non Chloride Accelerator
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.: 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 6CR0001, 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
JB201133.0120
02/26/21
03/05/21 Revision 1 - input cylinder weights
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: JB201133
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
C40R762
Glens Falls Ready Mix Co.
Material Information
0919
652
Plant:
Ticket No.:
Glens Falls
1835630
Field Test Data
Test
Air Content (%):
Result Specification
7 3/4 6 - 8
0.9 Max 3
62 40 - 95
35
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:02/26/21 0945
Christian Makasi
Partly-Sunny
110 10
End of truckSample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Second floor slab on deckPlacement 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 1 4.00 12.57 03/01/21 8.85 03/05/21 7 53,230 2 4,240 ADB
3 2 03/01/21 8.85 03/26/21 28
3 3 03/01/21 8.85 03/26/21 28
3 4 03/01/21 8.85 03/26/21 28
3 5 03/01/21 8.85 Hold
3 6 03/01/21 8.80 Hold
Initial Cure:Final Cure:Onsite Cooler Moist Room
Comments:Not tested for plastic unit weight.
4000R No Air Superplasticizer 2% Non Chloride Accelerator
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.: 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 6CR0001, 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
JB201133.0120
02/26/21
03/05/21 Revision 1 - input cylinder weights
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: JB201133
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
C40R762
Glens Falls Ready Mix Co.
Material Information
1028
644
Plant:
Ticket No.:
Glens Falls
1835635
Field Test Data
Test
Air Content (%):
Result Specification
7 3/4 6 - 8
0.8 Max 3
65 40 - 95
35
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:02/26/21 1055
Christian Makasi
Partly-Sunny
160 10
End of truckSample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Second floor slab on deckPlacement 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)
4 1 4.00 12.57 03/01/21 8.80 03/05/21 7 62,290 3 4,960 ADB
4 2 03/01/21 8.80 03/26/21 28
4 3 03/01/21 8.80 03/26/21 28
4 4 03/01/21 8.75 03/26/21 28
4 5 03/01/21 8.80 Hold
4 6 03/01/21 8.75 Hold
Initial Cure:Final Cure:Onsite Cooler Moist Room
Comments:Not tested for plastic unit weight.
4000R No Air Superplasticizer 2% Non Chloride Accelerator
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.: 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 4 of 6CR0001, 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
JB201133.0120
02/26/21
03/05/21 Revision 1 - input cylinder weights
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: JB201133
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
C40R762
Glens Falls Ready Mix Co.
Material Information
1115
634
Plant:
Ticket No.:
Glens Falls
1835640
Field Test Data
Test
Air Content (%):
Result Specification
8 6 - 8
1.1 Max 3
61 40 - 95
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:02/26/21 1216
Christian Makasi
Partly-Sunny
210 10
End of truckSample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Second floor slab on deckPlacement 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)
5 1 4.00 12.57 03/01/21 8.90 03/05/21 7 61,150 3 4,870 ADB
5 2 03/01/21 8.90 03/26/21 28
5 3 03/01/21 8.85 03/26/21 28
5 4 03/01/21 8.90 03/26/21 28
5 5 03/01/21 8.80 Hold
5 6 03/01/21 8.85 Hold
Initial Cure:Final Cure:Onsite Cooler Moist Room
Comments:Not tested for plastic unit weight.
4000R No Air Superplasticizer 2% Non Chloride Accelerator
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.: 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 5 of 6CR0001, 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)JB201133.0120
02/26/21
03/05/21 Revision 1 - input cylinder weights
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: JB201133
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
C40R762
Glens Falls Ready Mix Co.
Material Information
1305
628
Plant:
Ticket No.:
Glens Falls
1835645
Field Test Data
Test
Air Content (%):
Result Specification
9 6 - 8
0.7 Max 3
55 40 - 95
40
*
* = Field Test Results do not meet project specifications.
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:02/26/21 1330
Christian Makasi
Partly-Sunny
260 10
End of truckSample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Second floor slab on deckPlacement 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)
6 1 4.00 12.57 03/01/21 8.85 03/05/21 7 62,420 2 4,970 ADB
6 2 03/01/21 8.75 03/26/21 28
6 3 03/01/21 8.75 03/26/21 28
6 4 03/01/21 8.85 03/26/21 28
6 5 03/01/21 8.85 Hold
6 6 03/01/21 8.85 Hold
Initial Cure:Final Cure:Onsite Cooler Moist Room
Comments:Not tested for plastic unit weight.
4000R No Air Superplasticizer 2% Non Chloride Accelerator
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.: 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 6 of 6CR0001, 11-16-12, Rev.6