ARCHIVED REPORTS_2006_23 - Laserfiche WebLink

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0 0 0TABLE 1. MATERIAL PROPERTIES CLIENT: VECTOR ENGINEERING, INC. PROJECT: Forward Lf Date Received: 8/2/2006 QC'd by: ��,,,�,••�.. Date Reported: 8/9/2006 PGL Job No.: J060322 Client Sample ID: R# 110174047 L# CTF610640 PGL Control No.: 21246 Material Description: Single Sided Geocomposite SPECIMENS 2 3 4 5 6 7 8 9 10 METHOD DESCRIPTION ...........secs:::: GEONET COMPONENT. ASTM D1777 Thickness (mils) Test Option #1 Used deadweight type dial micrometer with 1. 129+1-0. 001in dia presser foot with an applied pressure of .......... ........... 0.6+1-0.03psi provided by a 272gm weight. ...:. :::: :: 2$1 :::::::::::::::255::::::.:.:......::::::::::: 6$:::::::: 6 ::::::::2$y::::..... 5$.:::::: 2a5:::::::: :::::...:. :.:.:.....:.:: 6 ::: "1 ::: .......:.............. ::::.::.:.:.:.: :;::::.2 55 :::g88"::: ::......::;: tr?rt ... GEOCOMPOSITE: :::::::::::::::::::: _..._......._..............._................,..,.....,._....... •236 mils: ASTM D4716 TransmisSivity Tested at Normal Pressure: 10.000 psf, Gradient: 0_1 , Seating Time: 15 min Temperature of Test Water. 20°F Specimen Size: 12"x 14" Transmissivity (m.`/ sec.) '.'.'.'..'.'. ...... .... '.... �.: :.:... .......................................:................................................':.' MD.4,..8.•(13:.:4.8=0•.•.•.•.•.•.•....:::?: :'1.;�44:::4:�8£=U3:::::3is1E3:: ®.....: . ............::...............:.............................:.............................:................:...•.•..........•.•.•:.•.•.•.•.•.•.• Transmissivi (gal./ min./ ft. .......... " ' :::::;:;::::::::::::: ........... ......... MD :::::2322:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::...'...........'.:'.•.'. .................................................................................. :'22:&i3:': ...:.:.:.:.:.:.:............ '::':0:79:.. ..:2218.. .................... ':: 23 22:':' ........:: ."."........ Flow Rate (gal./ min) :.:.:.:.:.:.:.:.:.:. D ::::::::':1 ::::::::::::::.a:.. .'.'.'. .y .'.'.'.'. •.'.'. . . .'. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .®. .d. . . . . . . . :Z:27 :::.:.... . . . . . . . . . . . . :. . . . . . . . . .'.'. ............ ..x;:::: :... 2 . . . . .'. :: ::::::::::: .'. . . . . . Geosynthedcs arranged as follows: Thickness: 360.5 mils (Before) Plate Thickness: 290 mils (After) Geocomposite )000000 Plate ASTM F904 Ply Bond Adhesion (lbs/ in.- width) Specimens were conditioned for 1 hr in the laboratory at 22 +/- 20C (71.6+1-3.60F) and at 60%+1-10% relative humidity. Intron Tensile testing machine was used. Each end of the specimens were carefully peeled back one inch with a razor to allow insertion into the grips for testing. The separated ends of the specimens were clamped to the grips, with the unseparated portions left loose Nap to move around freely. Top of Composite MD..:.:.5 a 5 n:.:.:..:..:.:.8.0.:.:.:.:.:.:.:.:..:.:...:.;..:...:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.;.:.:.:.:.:..:.:.:..:.:.:.:.:.:.:.::.:.:.::7:::::::::::: t;::.. ...:s ::. o .::::.". 3." ..". . ....... ..........I):....:..:.:.5.5 TD:::::::G:t#::::::::::::;SA :::::::::::::4:5....._._....:.5..".:....3.5:.............:.........:...........:...........:.......:.......:_._....._.:...._ ......:4"8 ....::... 0 9 ..::::::::: ......... 3?:::::::.� .. ..: ... .......:: 150 9001 - 2000 _ MD - MACHINE DIRECTION TO - TRANSVERSE DIRECTION * " x 5 e PERPV JONR30" + DC#1984 Record#265 Precision Geosynthetic Laboratories RE05raARS. RC. �'�—'