JB201133.0087.Reinforcing Steel Observations.2021-01-22.Rpt.0087REINFORCING STEEL OBSERVATIONS REPORT
Report Number:JB201133.0087
Service Date:01/22/21 30 Corporate Cir Ste 201
Report Date:01/25/21 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: Observe the placement of reinficing steel and/or embedded elements as requested in general accordance with project
specifications and/or client request(s).
Dente Group - A Terracon Co. Rep.: Christian Makasi
Reported To:BBL Superintendent
Contractor:
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 Reviewed By:____________________________________
(1) BBL Construction Services, Ryan Etue (1) Galusha & Sons LLC, Drew Stevens Jared Hall
(1) Galusha & Sons LLC, James
Campagnone
Staff Geologist
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.
CT0001, 10-16-13, Rev.10 Page 1 of 1
☐ SPREAD FOUNDATION ☐ GRADE BEAM
☐ FOUNDATION WALL ☐ STRUCTURAL SLAB
☐ CLASSIFICATION ☒ OTHER: Footing and piers
REFERENCE DRAWINGS: S-2, S-3
LOCATION: Building perimeter footing (line 39 from N to A; line A from 39 to 28; line 28 from A to F) including spread
footings around perimeter. Spread footings at the intersections of line Q.35, Q.32, L.35, L.34. Piers (3) located at the North-
East corner of the building (outside perimeter).
☒ PROPER BAR SIZE
☒ PROPER GRADE STEEL
☒ PROPER BAR SPACING
☒ PROPER BAR CLEARANCE
☒ PROPER SPLICES
☒ CONFORMS TO DRAWING
☐ DOES NOT CONFORM
☐ REMARKS: