Finance Committee - Minutes - 8/19/2020 - P26
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MICROFLECT
Quote No. 488749-03
Date: 08-03-20
Customer: o
Site: Keesler Farm - Nashua
Project: 87 ft Monopole
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
1. All reinforcing shall be deformed bars conforming
to ASTM A615 Grade 60 (60,000 psi min. yield)
2. All concrete shall have a minimum compressive
strength of 4500 psi @ 28 days.
3. Design Based on Terracon
project:J1205007,Dated:02.24.2020
4. 13.67 Cubic Yards Of Concrete Required