JB201133.0067.Field Density Testing.2021-01-11.Rpt.0067FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
JB201133.0067
01/11/21
01/12/21
30 Corporate Cir Ste 201
Albany, NY 12203-5169
518-266-0310
Client
Rosetti Acquisitions LLC
Attn: Christopher Falvey
427 New Karner Rd
Albany, NY 12205
Fowler Square SI and CMT
Bay Road and Blind Rock Road
Queensbury, NY 12804
Project
Project Number: JB201133
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
Min 95.01101.313.2JB201133.0001B Silty sand ASTM D1557
2 110.014.4JB201133.0002B Poorly-graded sand with silt and
gravel
ASTM D1557
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Exterior of building 2
1 18 on line T TOF 2 8 114.6 9.9 9.5 104.7 95.2
2 19 on line T TOF 1 8 114.7 13.8 13.7 100.9 99.6
3 21 on line T TOF 2 8 113.4 8.7 8.3 104.7 95.2
4 22 on line T TOF 1 8 113.9 15.6 15.9 98.3 97.0
5 19 on line T TOF+1 1 8 111.9 13.7 14.0 98.2 96.9
6 21 on line T TOF+1 1 8 107.7 9.7 9.9 98.0 96.7
7 21 on line T TOF+1 1 8 110.3 10.0 10.0 100.3 99.0
8 19 on line T TOF+2 1 8 109.8 10.3 10.4 99.5 98.2
9 21 on line T TOF+2 1 8 112.2 11.9 11.9 100.3 99.0
10 22 on line T TOF+2 1 8 112.0 9.8 9.6 102.2 100+
11 19 on line T TOF+3 1 8 111.7 8.8 8.6 102.9 100+
12 21 on line T TOF+3 1 8 112.1 10.9 10.8 101.2 99.9
13 22 on line T TOF+3 1 8 109.9 8.6 8.5 101.3 100.0
Interior of building 2
14 Pier at 19/20 on line R TOF+2 1 8 108.4 7.2 7.1 101.2 99.9
Comments:
Datum:TOF = Top of Footing +Feet Std. Cnt. M:Std. Cnt. D:1892658
Test and/or retest results on this report meet project requirements as noted above.
Last Cal. Date:Model:Make:S/N:21608 Troxler 3430 01/29/2020
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.
CR0007, 11-16-12, Rev.7 Page 1 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
JB201133.0067
01/11/21
01/12/21
30 Corporate Cir Ste 201
Albany, NY 12203-5169
518-266-0310
Client
Rosetti Acquisitions LLC
Attn: Christopher Falvey
427 New Karner Rd
Albany, NY 12205
Fowler Square SI and CMT
Bay Road and Blind Rock Road
Queensbury, NY 12804
Project
Project Number: JB201133
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Bobby w/ BBL & Galusha Reps
Galusha
M. McHenry
Materials Department Manager
Report Distribution:
(1) Rosetti Acquisitions LLC, Christopher Falvey (1) 260 Structural Engineering, Dan Thomas
(1) BBL Construction Services, Eric Weatherwax (1) BBL Construction Services, Ryan Etue
(1) BBL Construction Services, Scott Lounsbury (1) Galusha & Sons LLC, Drew Stevens
(1) Galusha & Sons LLC, James Campagnone
Reviewed By:
Dente Group - A Terracon Co. Rep.: Nicholas Cook
ASTM D6938Test Methods:
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.
CR0007, 11-16-12, Rev.7 Page 2 of 2