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ical Ph slcal Index Pro ertles Test Method Unlts in. Allowed Green~flx Com 1 S eclflcatlon Notas <br />Manufacturer's Product Trade Name - - - CFG2000 <br />hickness STM D 5199 (Inches) .32 None Critical (Fiber Core Only) <br />Mass er Unit Area /Unit Wei ht STM D 5261 (Ib/yd') .95 ritual Fodor - Aedal Densi <br />ensile Stren th Machine Diredion STM D 5035 (Ibs/ft) 1770 None Cdtical <br />ensile Stren th ransverse Diredion STM D 5035 (Ibs/ft) 2071 None Critical <br />Eton anon Av . % Peak MD x TD STM D 5035 Average (%) 17 z 18 None Cdtical ~.. <br />Li ht Penetration Ground Cover CTC (%) Redudion 92 None Critical <br />Resilien Fiber Core Onl STM D1777 (%) Recovery 73 None Cdtical (Finer Corc only) <br />orosit CTC %) Porous Are N/A Not Relatetl to Effectiveness <br />Swell - If A licable CTC (%) Change 5 ~ Not Related to Effediveness', <br />ater Absor lion - If licable STM D1777 (%) Wt. Change 22 Not Related to Effediveness <br />UV Stabili - If a licable STM D-4355 (%) Retained 92 None Critical <br />UV Reducetl Stren th - If a licable STM D 5035 (Ibslft) 1328 x 1552 None Critical <br />hread Break Load STM D 885M-95 (Ibs/ft) 17 <br />anutacturer's Index Pro e ~ ;:,'t ~ ,~''~.~~, r .' <br />~ <br />olor - No Value Black Not Related to Effectiveness <br />unctional Lon evi - Months Permanent Critical Fodor <br />tandard Roll Area - (Yd') 60 <br />Min. Filament Diameter - If a licable - (Measured) .065 Nol Related to EHediveness <br />Pertornance Pro e - - ~ x ~*'` /. <br />CY <br />ermissible Soil Loss - Slo es Onl infall Sim.' (Ibs/Hr,) .45• Critical Fodor <br />ermination Ratio - Slo es Onl 'nfall Sim.' % Of Total Pos. 74• Site Specific Fodor <br />'C" Factor /Soil Loss Ratio - Slo es Onl STM D 6459 Ratio .001• Critical Fodor <br />towable Shear Stress - Channels Onl iroct Shear' (Ibs/ft'') 8.0 <br />Maz. Allowable Veloci -Channels Onl low Velocity' (fps) 18.0 ~" Critical Factor <br />Data compiled from manufactures published product information and independent laboratory test reports. <br />~ Large Scale Controlled Environment Rainfall Simulator, Capable of 5 inches per hour intensity. <br />'Bench Scale Test Methods ECTC Method 3 shall not be qualified for product conformance comparisons as they are not indicative of field performance and <br />ran not be used in design to establish performance values for rolled erosion control products. (Prohibited by Erasion Control Technology ECTCI). <br />Performance data results from direct shear flume test on material with out structural reinforcement layer attached. <br /> <br /> <br />Channel Anal sis Com orison Table No.l Re wired Safe Factor 2.0 Bare Soil Yes <br />Greenfix America Velocity (fps) Shear Stress (I~s/ftZ) Pass Computed <br />Quantit <br />Materials Listing <br />Computed Max <br /> <br />Allowed Safety <br /> <br />Factor <br />omputed Max <br /> <br />Allowed Safety <br /> <br />Factor " i'! <br />c Y/N <br />(SY) <br />Left FG2000 18. 8.( <br />Bottom CFG2000 18. 8.( <br />Ri ht FG2000 18.0 8.( <br /> <br />Comp 1 Velocity (fps) Shear Stress (Ibs/ftZ) Pass Computed <br />Quantit <br />Materials Listing Computed Max <br />Allowed Safety <br />Factor Computed Max <br />Allowed Safety <br />Factor y/N-~ (SY) <br />Left <br />Bottom <br />Ri ht <br />