JB201133.0102.Field Density Testing.2021-02-09.Rpt.0102FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
JB201133.0102
02/09/21
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
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 B.5 Line 32 -3' TOW 1 10 107.7 10.1 10.3 97.6 96.3
2 B.5 Line 32 -2' TOW 1 10 110.6 13.0 13.3 97.6 96.3
3 B.5 Line 32 -1' TOW 1 10 108.6 10.2 10.4 98.4 97.1
4 A.5 Line 36 -4.5' TOW 1 10 108.7 12.1 12.5 96.6 95.4
5 A.5 Line 36.5 -3.5' TOW 1 10 110.8 10.5 10.5 100.3 99.0
6 A.5 Line 36 -3' TOW 1 10 109.5 11.0 11.2 98.5 97.2
7 A.5 Line 36 -2' TOW 1 10 109.8 9.8 9.8 100.0 98.7
8 C.9 Line 33 -3' TOW 1 10 105.1 7.5 7.7 97.6 96.3
9 C.9 Line 33 -2' TOW 1 10 107.3 8.6 8.7 98.7 97.4
10 C.9 Line 33 -1' TOW 1 10 110.9 11.0 11.0 99.9 98.6
11 D.2 Line 32 -3' TOW 1 10 109.1 12.8 13.3 96.3 95.1
12 D.2 Line 32 -2' TOW 1 10 109.7 12.1 12.4 97.6 96.3
13 E.2 Line 33 -4' TOW 1 10 110.2 12.1 12.3 98.1 96.8
14 E.2 Line 33 -3' TOW 1 10 109.7 10.7 10.8 99.0 97.7
15 E.2 Line 33 -2' TOW 1 10 106.2 9.7 10.0 96.5 95.3
Exterior of Building #2
16 A.5 Line 37 -3' TOW 1 10 108.3 10.7 11.0 97.6 96.3
17 A.5 Line 37 -2' TOW 1 10 108.2 10.9 11.2 97.3 96.1
18 A.5 Line 37 -1' TOW 1 10 108.7 10.4 10.6 98.3 97.0
19 H Line 39 -2' TOW 1 10 110.6 13.1 13.4 97.5 96.2
20 H Line 39 -1' TOW 1 10 110.6 12.3 12.5 98.3 97.0
21 T.5 Line 37 -3' TOW 1 10 109.8 11.3 11.5 98.5 97.2
22 T.5 Line 37 -2' TOW 1 10 107.7 8.6 8.7 99.1 97.8
23 T.5 Line -1' TOW 1 10 106.4 7.6 7.7 98.8 97.5
Comments:
Datum:TOW = Top of Wall Std. Cnt. M:Std. Cnt. D:1798589
Test and/or retest results on this report meet project requirements as noted above.
It should be noted on this day there was continuous snowfall througout the day.
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:
JB201133.0102
02/09/21
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 Backfill of exterior northwest pier. Photo No. 2 Backfill of interior north pier along 33 line.
Project Number:JB201133Fowler Square SI and CMT
Report Number:JB201133.0102
Bay Road and Blind Rock Road Technician:Kelly Clark 30 Corporate Cir Ste 201
Queensbury, NY 12804 Date:02/09/21 Albany, NY 12203-5169
Scale:Not to Scale 518-266-0310