JB201133.0007B.Laboratory Compaction Characteristics Of Soil.2020-10-12.Rpt.0007BRev1CR0006, 10-16-13, Rev.7 Page 1 of 1
LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number:JB201133.0007B
Service Date: 10/12/20 30 Corporate Cir Ste 201
Report Date:10/16/20 Revision 1 - revise proposed use Albany, NY 12203-5169
518-266-0310
Client Project
Rosetti Acquisitions LLC Fowler Square SI and CMT
Attn: Christopher Falvey Bay Road and Blind Rock Road
427 New Karner Rd Queensbury, NY 12804
Albany, NY 12205
Project Number: JB201133
Material Information Sample Information
Source of Material:On-Site Sample Date:10/09/20
Proposed Use:Structural Fill (DO NOT USE)Sampled By:Abdulaziz Abdalla
Sample Location:Stockpile
Sample Description:Silty sand
Laboratory Test Data Result Specifications
Test Procedure:ASTM D1557 Liquid Limit:Non-plastic
Test Method:Method A Plastic Limit:Non-plastic
Sample Preparation:Dry Plasticity Index:Non-plastic
Rammer Type:Manual In-Place Moisture (%):
Maximum Dry Unit Weight (pcf):107.9
Optimum Water Content (%):12.2
USCS: SM
Comments:
Services:
Dente Group - A Terracon Co. Rep.: A. Barron
Reported To:N/A
Contractor:BBL/Galusha
Report Distribution:
(1) Rosetti Acquisitions LLC, Christopher
Falvey
(1) BBL Construction Services, Eric Weatherwax
(1) BBL Construction Services, Ryan Etue (1) BBL Construction Services, Scott Lounsbury Reviewed By:_______________________________
(1) Galusha & Sons LLC, Drew Stevens (1) Galusha & Sons LLC, James Campagnone Jared Hall
Staff Geologist
Test Methods:ASTM D698, ASTM D4318, ASTM D4647, ASTM D4718
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.
Zero Ai r Vo i d s Curv e fo r Ass umed Specific
G rav ity 2.60
2322212019181716151413121110987654
100
101
102
103
104
105
106
107
108
109
110
Water Content (%)Dry Unit Weight (pcf)