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lttttttl� <br /> tt�ttrr <br /> • TESTING ENGINEERS, INC. <br /> LNSPECTION REPORT 4VIt#I)V489 <br /> PROJECT# 38319 I-YPE OT 1NSPECHON N/D <br /> PROJECT John..Excavating;Mt%c PLACE Of 1N5Pf Ci]ON job Silr <br /> Tesco 1154217303 Pacific.Ave,51,ockton <br /> DATE 4-24-98 <br /> HOURS 10 <br /> INSPECTOR Bible <br /> As rquested, nuclear density tests were performed on the backfill placed and coil,pacted at 7303 Pacific <br /> Avenue The client told me the previously tested matertal, (SC506), would 110L lx' U%Vd fil-'W d, a hrown <br /> fine sand was used, (131-361), to backfill the areas Ill is material was f1 oill 1� '1 G - I etcher t Aggi egates, <br /> Tracy,CA <br /> 06ckfill pit#1, 30' x 38', and backfill pit #2, 8' x 16', were both approximately 6 5' in depth upon a1 rival at <br /> this site. Placement and compaction of the materials tested was performed with a Bomag BW 142, <br /> Johndeer 710C Backhoe with vibratory plane and"wheel-rolbng". <br /> Tests were performed at 6" to 12" intervals, in general accordance of ASTM T)1557, 1)2922, and 173017 <br /> An AB 2 was used on the final 4" to 6" of fill for pit It I The"curve' lnfor Illation fol this nialet tal was <br /> supplied by Mr Scott Oliver, of F T G via fax from Teichert Aggregates <br /> A bulk sample was tagged and returned to the Diablo Valley laboratory fol fes rig <br /> See attached data �! �f <br /> Reviewed by L --- <br /> Terry R C tc c tnc� <br /> rilti ceC Atif t.111 f ir1L1 M.1110)',01 <br /> 1cc Johns Excavating <br /> Corix3rateOffice-2811 Acfeiux Street,Oakland,C-il{ktrnia lY1608-(5[0)835-'31'12-1 AX(510)9 S 1 3777 <br /> 5ou116/w"t May-21231)ering Drive,Suite F San Juse,CA 95131 -(408)451-2420-PAX(409),111-2421) <br /> last/North 1hy-827 Arnold 17rivc,13ay 4,MartlnP7,CA 9455'1-(510)'370-70(X) 1 AX(9510)229 TAI <br />