JB201133.0092.Mortar Compressive Strength Test.2021-01-28.Rpt.0092Rev1MORTAR COMPRESSIVE STRENGTH TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
Client
JB201133.0092
01/28/21
02/25/21 Revision 1 - 28-day results
30 Corporate Cir Ste 201
Albany, NY 12203-5169
518-266-0310
Rosetti Acquisitions LLC
Attn: Christopher Falvey
427 New Karner Rd
Albany, NY 12205
Queensbury, NY 12804
Bay Road and Blind Rock Road
Fowler Square SI and CMT
Project
Project Number: JB201133
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Size:
Sample Location:
Sample Time:01/28/21 1200
J. Canonico
Clear
2"x2"x2"
Pan
Placement Location:Mixed Use Bldg. Stair/Elevator 2
CMU walls mortar joints, courses
16-17.
Test Mold Material:
Curing Procedure:
Other - See Comments
ASTM C 109
psi @ days
Mix ID:
Supplier:
Batch Time:
Material Information
Plant:
Field Test Data
Test
Mortar Temp. (F):
Ambient Temp. (F):
Result Specification
Mortar Type:S
1,800Specified Strength:28
Type S Mortar
Package Pavemnt
1130
60
24
Laboratory Test Data
No.
Date Age Area
(lbs)
Load Strength
Compressive
ID Received
Date
Tested (days)(sq in)(psi)
Maximum
Set Specimen Tested
By
1 A 02/01/21 02/04/21 7 4.06 8,800 2,170 ADB
1 B 02/01/21 02/04/21 7 4.10 9,270 2,260 ADB
Average (7 days) 2,210
1 C 02/01/21 02/25/21 28 4.08 11,890 2,910 ADB
1 D 02/01/21 02/25/21 28 4.08 11,930 2,920 ADB
Average (28 days) 2,920
1 E 02/01/21 Hold
1 F 02/01/21 Hold
Initial Cure:Inside Final Cure:Moist Room
Comments:
Note: The indicated Specified Strength above is for laboratory batched and cast specimens under controlled conditions. Strength tests of field cast specimens are to be used to
monitor trends and batch to batch consistency of mortar per ASTM C 270 and are not intended as criteria to determine the acceptance or rejection of the mortar as installed.
Average compressive strength of 28 day Cube complies with the specified strength.
Package Pavement Type S mortar; 1800 psi @28 days. Polypropelene molds. Work was enclosed and heated, about 61 F.
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.
CR0008, 11-16-12, Rev.6 Page 1 of 2
MORTAR COMPRESSIVE STRENGTH TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
Client
JB201133.0092
01/28/21
02/25/21 Revision 1 - 28-day results
30 Corporate Cir Ste 201
Albany, NY 12203-5169
518-266-0310
Rosetti Acquisitions LLC
Attn: Christopher Falvey
427 New Karner Rd
Albany, NY 12205
Queensbury, NY 12804
Bay Road and Blind Rock Road
Fowler Square SI and CMT
Project
Project Number: JB201133
Samples Made By: Dente Group - A Terracon Co.
Obtain a sample of masonry mortar used during construction and cast 2-inch cube specimens for consistency verification.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
Staff Geologist
Jared Hall
BBL
BBL Superintendent
Reviewed By:
ASTM C109, ASTM C780Test Methods:
Dente Group - A Terracon Co. Rep.: J. Canonico
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.
CR0008, 11-16-12, Rev.6 Page 2 of 2