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db <br />40 <br />• <br />t, <br />SECTION 3C - FIBROUS CONCRETE REINFORCING <br />PART I: GENERAL <br />1. Location of fibrous reinforcing shall be in exposed concrete columns, <br />platform bears and topping pour of precast concrete stabs <br />2. Topping pour shall contain no additional wire mesh reinforcing; all other <br />concrete word; shall be reinforced as shown on plans and required by <br />specification. <br />PART 2 MATERIAL <br />1. Manufacturer: Fibermesh Co., 4019 Industry Drive, Chattanooga, Tn. <br />37416 (615) 892-7243. <br />2. Product: 100 percent virgin polypropylene, fibrillated fibers containing no <br />reprocessed olefin materials and specifically manufactured for use as <br />concrete secondary reinforcement. Volume per cubic yard shall equal a <br />minimum of 0.1% (1.5 pounds). Fiber manufacturer must document <br />evidence of 5 year satisfactory performance history, compliance with <br />applicable building codes and ASTM C-1 l 16 Type Ill 4.1.3 and ASTM 0- <br />1116 Performance Level 1 outlined in Section 21 Note 17 of ASTM 0- <br />1116. <br />