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Town Oaks Center-LR 840828 D-FW Engineering & Testing. Inc. PC Bo, ~247. Eu~ess. Texas 7603~ ~247 Phone 8~7 540 2622 RECEtVEO 0 FIELD C~,~ACTIONREPORT CLIENT: Minyards/Univest (JV) PROCTOR: 117.0 @ 12.3 P~: Townoaks Centre PROJECT k~ER: 84-1273/74 WATER DRY ~-~.. OPT. TEST LOCATICN AND DElilaH CONT. D~. % DRY 5DIST. NO. ' OR LIFT ' SOIL ' (%) ' (BSF) ' C[~'?.' D;~'~. ' C~'~. Grid Reddish Brown Clayey -°~-- F-4 (M) Sand w/Gravel 1 1st Lift (Select Fill) ~2 4 ]1~.7 97.2 J17.0 Grid Reddish Brown Clayey G-4 (M) Sand w/Gravel 2 1st Lift (Select Fill) 11 7 116.7 ~-7 _3_17.0 Grid Reddish Brown C]ayay H-4 (M) ~nd w/Gravel 3 l~t [.irt (Se]Cat Fill) 10 7 111.8 95.6 i117.0 12.3 Grid Reddish Brown Clayey , H-5 (M) Sand w/Gravel ' 4 1st Lift (Select Fill) 11 0 115.4 98.6 i]]7.~ 12.~ Grid Reddish Brown Clayey G-5 (M) S~nd w/Gravel 5 1st ].ift (Se]eat Fill ) 11 ~ 112.5 q6.~ 117.0 12.~ Grid Reddish Brown Clayey F-5 (M) Sand w/Gravel 6 1st Lift (Select Fill) 1~ 8 116.1 99.2 117.0 12.~ Grid Reddish Brown Clayey F-6 (M) Sand w/Gravel , 7 1st Lift (Select Fill) 12 q 115.1 98.4 [117.0 12.R Grid Reddish Brown Clayey I G-6 (M) S~nd w/Grave] 8 lat 1.irt (S~lent Fill) l0 6 112.~ Q6.0 _~17.0 Grid Reddish Brown Clayey H-6 (M) Sand w/Gravel I 9 1st Lift (Se'lect Fill) 1~ ~ 111.9 95.6 1117.0 12.~ I, I n~Ro' s~o~n~ 8-28-84 Shan obin . INSP~DCTOR DATE