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

Rebar Schedule
Size Quantity Weight (Ibs)
Vertical #6 32 333
Ties #4 8 59
Top Horz #4 20 160
Bot Horz. #6 28 505

6.00" NOMINAL

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VALMONT MICROFLECT
3575 25TH STREET SE
SALEM, OR 97302
PHONE: 1-800-547-2151