JB201133.0022.General Observation.2020-11-17.Rpt.0022GENERAL OBSERVATION REPORT
Report Number:JB201133.0022
Service Date:11/17/20 30 Corporate Cir Ste 201
Report Date:11/23/20 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
Services:
Dente Group - A Terracon Co. Rep.: Kelly Clark
Reported To:Bobby w/ BBL and Dylan w/ Galusha
Contractor:
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 M. McHenry
Materials Department Manager
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.
BC0001, 10-16-13, Rev.10 Page 1 of 1
This representative of the Dente Group was at the referenced project site on this date to observe and perform bearing grade
inspections. Foundation excavations were starting in the southern half of building 2. The foundations locations that were
observed were at the following: F Line 18 – 11 to 11 Line A – F to A Line 1 – 11 to 1 Line A – T to T Line 1 – 18. The
subgrade was observed and compacted until the material was generally firm and unyielding under the weight of compaction
equipment. Then subgrade was then probed with pointed steel rod under hand pressure. Where probed the grades were
generally firm and stable under hand pressure and judged suitable for concrete placement.