Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Town Oaks Center-LR 840918
D-FW Engineering & Testing. Inc. P 0 Box 1247 · £ule$$. Te:~a,s 76039 124;' Phone 817 540 2622 FI~.TD COMPACTION REPORT CLIENT: Minyard/Univest (JV) PRDCTOR: 110.7 ~ 16.0 P~: Townoaks Centre PROJECT N~BER: 84-1273/1274 WATER DRY L*~.. OPT TEST LOCATION AND DEFTH CONT. Dlq~. % DRY MOIST. NO. , OR LIFT ' SOIL ' (%) ' (PCF) ' C[~,~r. ' D~. ' CONT. Ditchline Brown Clayey Sand Station 1+00 w/Gravel 1 2nd Lift 18.4 106.9 96.5I 110.7 16.0 Ditchline Brown Clayey Sand Station 2+75 w/Gravel 2 2nd Lift 16.4 108.5 98.0 110.7 16.0 Ditchline Brown Clavey Sand Station q+50 w/Gravel q Pnd ~.ift 15.1 107.6 97.] 110.7 16.0 _ D~tnh] ~ne Brown Clayey S~nd ~qt. mt.i ~n 4+Pq w/Gravel 4 Pnd ].ift 15.6 10q.6 qq.0 110.7 16.0 S~a n~e~ ~~ 9-18-84 R o b i n s o n INSPECTOR D;~I~E