JB201133.0101.Field Density Testing.2021-02-08.Rpt.0101FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
JB201133.0101
02/08/21
02/09/21
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
2 107.015.5JB201133.0019B Silty sand 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)
Inside building: section between line 28-33-A-D
1 9' North of pier located at 28.C TFW -4'1 8 106.0 7.1 7.2 98.9 97.6
2 4' North & 3' East of pier located
at 31.A
TFW -4'1 8 112.0 9.9 9.7 102.1 100+
3 At the center of section between
line B-C-28-33
TFW -3'1 12 109.3 9.2 9.2 100.1 98.8
4 6' North & 5' East of pier located
at 31.A
TFW -2'1 10 112.7 11.0 10.8 101.7 100+
5 At the center of section between
line B-C-28-33
TFW -2'1 10 111.4 10.8 10.7 100.6 99.3
6 10' North & 4' West of pier
located at 29.D
TFW -1'1 10 110.2 8.0 7.8 102.2 100+
Outside envelope of foundation wall
7 3' South of pier located at 30.E TFW -3'1 8 113.1 11.2 11.0 101.9 100+
8 3' South of pier located at 28.C TFW -2'1 10 110.0 8.6 8.5 101.4 100+
9 2' South & 3' West of pier
located at 31.A
TFW -2'1 10 114.2 14.0 14.0 100.2 98.9
10 2' South & 8' West of pier
located at 28.C
TFW -1'1 10 111.3 9.3 9.1 102.0 100+
11 3' South of pier located at 29.D TFW -1'1 10 111.9 9.9 9.7 102.0 100+
12 12' North & 2' West of pier
located at 33.A
TFW -3'1 10 112.5 12.2 12.2 100.3 99.0
13 2' North of pier located at 39.N TFW -4'1 8 104.4 7.4 7.6 97.0 95.8
14 7' West of pier located at 33.A TFW -1'1 12 107.4 10.6 11.0 96.8 95.6
15 3' North & 7' West of pier
located at 39.N
TFW -1'1 12 110.8 10.7 10.7 100.1 98.8
16 2' North & 15' East of pier
located at 39.N
TFW -2'1 10 107.5 11.0 11.4 96.5 95.3
Comments:
Datum:TFW: Top of Foundation Wall Std. Cnt. M:Std. Cnt. D:1798589
Test and/or retest results on this report meet project requirements as noted above.
Last Cal. Date:Model:Make:S/N:24855 Troxler 3430 02/27/2020
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:
JB201133.0101
02/08/21
02/09/21
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
Deviation on Friday 02/05/2021: Resolved.
On Friday, material was observed to be unstable when compacted with was used for the structural fill of the foundation wall’s
outside envelope (area around pier 39.N). On Monday 02/08/2021, material was removed down to 5 feet below top of
foundation wall, and was replaced in controlled lifts and tested for compaction with results that met or exceeded the site
requirements
Area fixed: Outside envelope of the foundation wall from point 39.K to point 39.S.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Bobby w. BBL
M. McHenry
Materials Department Manager
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
Reviewed By:
Dente Group - A Terracon Co. Rep.: Christian Makasi
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