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C7 <br />1�1 <br />PERFORMANCE SPECIFICATION <br />NORTH <br />AM <br />GRE _ <br />.'.. <br />The composite turf reinforcement mat (C -TRM) shall be a machine - produced mat of 100% coconut fiber matrix <br />incorporated into a permanent three - dimensional turf reinforcement matting. <br />The matrix shall be stitch bonded between a super heavy duty W stabilized bottom net with 0.50 x 0.50 inch <br />(1.27 x 1.27 cm} openings, a ultra duty W stabilized, dramatically corrugated (crimped) intermediate netting <br />with 0.50 x 0.50 inch (1.27 x 1.27 cm) openings, and covered by a super heavy duty W stabilized top net with 0.50 <br />gs. The netting shall form prominent closely <br />x 0.50 inch (1.27 x 1.27 cm) openin corrugate spaced ridges across <br />the entire width of the mat The three nettings shall be stitched together on 1.50 inch (3.81 cm) centers with UV <br />stabilized polypropylene thread to form a permanent three - dimensional turf reinforcement -matting. <br />S1 <br />s20ft(6m <br />20 -50ft <br />Z 50 t (15.21 <br />)ughness Coefficients - Unvegetated <br />Flow Depth Manrung's n' <br />< 0.50 ft (0.15 m) 0.041 <br />0.50 - 2.00 ft 0.040 -0.013 <br />2.00 ft (0.60 m) 0.012 <br />Data - Unve- etated Cover Factors <br />Slone Gradient (S) <br /><_ 3:1 <br />3:1 -2:1 <br />>_ 2:1 <br />0.0005 <br />0.015 <br />0.043 <br />0.018 <br />0.031 <br />0.050 <br />0.035 <br />0.047 <br />0.057 <br />Channel Design Data <br />- 1 Maximum Permissible Shear Stress* <br />Phase 1 <br />UNVEGETATED <br />Phase 2 <br />PARTIALLY VEGETATED <br />Approximate Maximum Flow V elocity Phase 3 <br />Unvegetated =10.5 ft/s (3.20 m /s) FULLY VEGETATED <br />Vegetated = 20 ft /s (6.0 m /s) <br />Short Duration <br />Long D uration <br />3.201bs /ft <br />3.00lbs /ft <br />(153 Pa) <br />(144 Pa) <br />105001bs /ft <br />10.00lbs /ft <br />12.O0lbs /ft 10.00lbs/ft0 <br />(576 Pa) 1 (480 Pa) <br />Values are approximate, precise values obtained from ECMDSTM <br />*Performance values obtained through third party testing at the Texas Transportation Institute, Colorado State University, <br />and Utah State University based on soil loss failure criteria not exceeding 0.50 inches (1.27 cm). <br />• <br />