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Ical Ph sical Index Pro ernes Test Method Unlts in. Allowed GreeriFlx Com 1 S eciFlcation Notes <br />Manufacturer's Product Trade Name - - CPG3i)00 <br />hickness STM D 6525 (Inches) .32~ None Critical (Fiber Cora only) <br />ass er Unit Area /Unit Wei ht STM D 5261 (Iblyd°) 1.1I ridwl Factor -Aerial Densi <br />ensile Stren th Machine Direction STM D 5035 (Ibs/ft) 189ti None Critical <br />ensile Stren th ransverse Direction STM D 5035 (Ibs/ft) 129(1 None Critical <br />Eton anon Av . °k Peak MD x TD STM D 5035 Average (%) 12 x'~4 None Critical <br />Li ht Penetration Ground Cover CTC (%) Reduction 881 ~ None Critical <br />Resilien Fiber Core Onl STM D1777 (°k) Recovery 361 Nol Related to Effectiveness <br />Porosit CTC %) Porous Area N/Pt ~ Not Related to Effectiveness <br />Swell - If A livable CTC (°h) Change N/A Not Related to Effectiveness <br />afar Absor tion - If livable STM DI777 (%) Wt. Change N/A' Not Related to Effeciveness <br />UV Stabili - If a livable STM D-4355 (%) Retained 95 or > Not Related to Effectiveness <br />V Retluced Stren th - If a livable STM D 5035 (Ibs/fl) 1896 x '1296 Not Related to Effectiveness <br />bread Break Load STM D 885M-9 (Ibs/fl) 17 Not Related to Effectiveness <br />anufacturer's Index Pro e ~ U.. .) <br />olor - No Value Black/Green Not Related to Effectiveness <br />Functional Lon evi - Months Permarient Critical Factor <br />tandard Rofl Area - (Yd~) 60 <br />in. Filament Diameter - Ira livable - (Measuretl) .O6e.~ Nol Relatetl to Effectiveness <br /> <br />Performance Pro e <br />1 s: <br />~ " <br />Permissible Soil Loss - Slo es Onl infall Sim.' (IbsMr.) N/A Critical Factor <br />ermination Ratio - Slo es Onl ~nfall Sim.' % Of Total Pos. N/A Site Specific Factor <br />'C" Factor /Soil Loss Ratio - Slo es Onl STM D 6459 Ratio N/A Critical Factor <br />Ilowable Shear Stress - Channels On irect Shear' (Ibslfl') 10.0 Critical Factor <br />Max. Allowable Velocit -Channels Onl low Velocity r (fps) 20.0" Critical Factor <br />Dam compiled from manufactures published product information and independent laboratory test reports. <br />' Bench Scale Test Methods ECTC Method 3 shall not be qualified for product conformance comparisons as tlrey are not indicative of field performance end <br />can not be used in design to esmblish performance values for rolled erosion control products. (Prohibited by Erosion Conbol Technology ECTC!). <br />• Performance dam results from direct shear flume test on material with out structural reinforcement layer attached. <br />Channel Anal sis Com orison Table No.l Re wired safet Factor 2.0 Bare Soil Yes <br />Greenfix America Velocity (fps) Shear Stress (Ibs/ftZ) Pass Computed <br />Quantit <br />Materials Listing Computed Max <br />Allowed Safety <br />Factor omputed Max <br />Allowed Safety <br />Factor "~`Y/N~~ 5 (SY) <br />Left PG3000 20.0 10. <br />Bottom CPG3000 20.0 10:0 <br />Ri ht PG3000 20.0 10; <br /> <br />omp 1 Velocity (fps) Shear Stress (Ibs/ftZ) Pass Computed <br />Quanti <br />Materials Listing Computed Max <br />Allowed Safety <br />Factor Computed Max <br />Allowed Safety <br />Factor /Y/N `[- <br />_ (SY) <br />Left <br />Bottom <br />Ri ht <br />~~ <br />