Fleet and Industrial Supply Center, Contracting Department, PO Box 97, Jacksonville, Florida 32212-0097

56 -- CONCRETE DOCKING BLOCKS SOL N46450-00-T-0053 DUE 090500 POC Donna M Hill 912-673-2656 E-MAIL: Click here to contact the contracting officer via, DONNA_M_HILL@JAX.FISC.NAVY.MIL. Docking Blocks -- "A" and "B" Quantity of 15 each of "A" and 15 each of "B" Concrete construction shall conform to the requirements of ACI 301 AND ACI 318. Concrete shall be air-entrained having a minimum ultimate compressive strength of 3,000 psi at 28 days. Cement shall conform to ASTM C150, TYPE II OR TYPE III. If TYPE III is used, Tri-Calcium Aluminate shall be 8% or less of the mixture and compressive strength at 7 days must exceed 3,000 psi. Aggregate shall conform to ASTM C33 with 1 1/2" maximum size. Reinforcing steel shall conform to A615-Grade 60. Pipe shall conform to ASTM A53 and shall be hot-dip galvanized, any available type and grade, 1" NPS Schedule 40. (Drawing available upon request) Posted 08/21/00 (W-SN488429). (0234)

Loren Data Corp. http://www.ld.com (SYN# 0214 20000823\56-0001.SOL)

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