JB201133.0103.Field Density Testing.2021-02-10.Rpt.0103FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
JB201133.0103
02/10/21
02/11/21
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
Min 95.02108.413.1JB201133.0008B 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)
Interior of building #2
1 R Line 38 -3' TOW 1 12 104.6 8.1 8.4 96.5 95.3
2 R Line 38 -2' TOW 2 12 115.1 10.8 10.4 104.3 96.2
3 R Line 38 -1' TOW 1 12 111.3 11.0 11.0 100.3 99.0
4 D Line 38 -2' TOW 1 12 109.3 9.3 9.3 100.0 98.7
5 D Line 38 -1' TOW 1 12 108.0 9.2 9.3 98.8 97.5
6 K Line 38 -2' TOW 2 12 116.2 11.7 11.2 104.5 96.4
7 K Line 38 -1' TOW 1 12 110.9 11.9 12.0 99.0 97.7
Exterior of building #2
8 E.5 Line 22 -5' TOW 1 12 111.9 11.5 11.5 100.4 99.1
9 E.5 Line 22 -4' TOW 2 12 118.4 13.0 12.3 105.4 97.2
10 E.5 Line 22 -3' TOW 2 12 117.1 12.9 12.4 104.2 96.1
11 E.5 Line 22 -2' TOW 2 12 116.4 13.0 12.6 103.4 95.4
12 E.5 Line 21.5 -5' TOW 1 12 111.6 13.0 13.2 98.6 97.3
13 E.5 Line 21.5 -4' TOW 1 12 112.4 13.3 13.4 99.1 97.8
14 E.5 Line 21.5 -3' TOW 1 12 112.1 12.6 12.7 99.5 98.2
15 E.5 Line 21.5 -2' TOW 1 12 111.2 12.6 12.8 98.6 97.3
Comments:
Datum:TOW = Top of Wall Std. Cnt. M:Std. Cnt. D:2036704
Test and/or retest results on this report meet project requirements as noted above.
It should be noted that exterior piers close to the building were unable to fit a plate tamper through and was physically
comapcted.
Last Cal. Date:Model:Make:S/N:31268 Troxler 3430 01/29/2021
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:
JB201133.0103
02/10/21
02/11/21
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
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.: Kelly Clark
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
BD000P, 08-24-13, Rev.1
Selec t Picture Selec t Picture
Photo No. 1 Interior northern section of building backfilled.Photo No. 2 Exterior of building with pier very close to building.
Project Number:JB201133Fowler Square SI and CMT
Report Number:JB201133.0103
Bay Road and Blind Rock Road Technician:Kelly Clark 30 Corporate Cir Ste 201
Queensbury, NY 12804 Date:02/10/21 Albany, NY 12203-5169
Scale:Not to Scale 518-266-0310