Laserfiche WebLink
TRA~Ti~ E R ,_ <br />A DIVISION OF TRtGONd1~3 <br />Direct Shear Test Results <br />ASTM D3080-90 <br />Project: Airpot Bus. Access Rd. Visual Soil Description: Clay (CL) <br />Project Number: 5D663GE Type of Specimen: Remolded <br />Laboratory Number: 10269-C Diameter 1.946 in. <br />DATE: 8/4/2006 Thickness 2.0 in <br />Project Technician: Rz Sample Source: TB1(a~ 8'-13' <br />Summary of Sample Data: <br />Initial Moisture Content (%) 7 <br />Intial D Densi P.C.F) 104.6 <br />Final Moisture Content (%} 18.4 <br />Final D Density (P.C.F) 104.6 <br />Residual Direct Shear Test Results: <br />Normal Stress (P.S.I) _ _ 2.1 4.3 8.6 I <br />Max. Shear Stress (P.S.I) 2.4 3.6 5.8 <br />a <br />vi 6 <br />d <br />N <br />N <br />d Q <br />N <br />d <br />t 2. <br />N <br />O <br />0 2 4 6 8 10 <br />Normal Stress, P.S.I. <br />s <br />ui 5 <br />o: <br />ui 4 <br />N <br />d <br />rn 3 - <br />`m <br />N1 <br />0. <br />0.00 0.05 0.10 0.15 0.20 <br />Horizontal Deformation, inches <br />ESTIMATED STRENGTH PARAMETERS <br />Angle of Internal Friction, phi 27 <br />(Cohesion. P.S.F. . I80 i <br />1 <br />~E,7TECHNICAL -NGINEERING~ MAT-RIAL T=STiNC- >NC '=NGINE=RING- 3EGL.~C--'~ <br />1 ~ i 4 ~GCG =RIPE ='/URAN C-G~ CC 3~ ~C3 S?C-25?-SC°S, 382-?5 ~~ A <br />