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Town Oaks Center-LR 840823 D-FW Engineering & Testing, Inc. PO Bo~ ],247. Euless. Texas 76039-1247 Pttone 8],7-540-2622 RESULTS OF ATTERBERG LIMITS TESTS PLASTI- LIQUID PLASTIC CITY LOCATICN SOIL DATE LIMIT LIMIT INDE~ B1/1-2 Red Brown Clayey Sand 8/23 39 20 19 B1/2-3 Light Brown Clayey 8/23 38 17 21 Sand B2/1-2 Brown Clayey Sand 8/23 39 19 20 B2/2.5-3.5 Brown Clayey Sand 8/23 40 19 21 B3/2.5-3.5 Light Brown Clayey 8/23 38 18 20 Sand B3/5-6 Light Brown Clayey 8/23 47 22 25 Sand B3/7-8 Tan Clayey Sand 8/23 40 20 20 CLI~T: Mi nya rd s PRO3~CT: Mlnyard Food Store #7 84-1274 I).Fw F.n~m~fng & TeKIn& IK. .. RECL~VED ~, .... MOISTURE-DENSITY RELATIONS PROJECT: Retail Shel~/Mlnyard8 #? DATE:8-23-84 CLIENT: Minyards/Univest JOB N0.:84-1273/74 TYPE MATERIAL: Tan Sand & Gravel w/Clay ! t 130 125 120 / '0 15 WATER CONTENT, PERCENT TYPE OF TEST: RESULTS: Q STANDARD PROCTOR MAXIMUM DRY DENSITY 126.8 pcf O MODIFIED PROCTOR OPTIMUM MOISTURE CONTENT 10.5 % O OTHER: O-FW £ngid~ring & Testb& floc. RECEIVED AU6 2 7 1984 D.Fw Engineering & Testing. In~c,.,... .- ~817 ~0.2622 - ~ FI~n ~~I~ ~ ~: Minya~ds/Unives% P~R: 113.1 ~ ~: Townoa~s Centre/Re%ail Shell P~~: 8~-127~/7~ WA~ DRY 5~[. O~. ~T ~TI~ ~ ~ ~. ~. % DRY 5~IST. ~. ' OR LI~ ' ~IL ' (%} ' (~F) ' ~(4~.' D~. ' ( Re- Tes~ ) D-~ Northwest B~own Sand ] 1st Lif% 11.8 111.0 98.2 ~ ]1q.1 12.~ D-1 South B~own Sand ~ ls% Lif~ 10.8 109.5 96.1 11q.1 1).~ E-2 Brown Sand ~ 1.t l.ift 12.~ 107.5 q~.o 113.1 12.~ ~-~ ~nutb R~nwn .qand B-~ Northeast Bpown Sand q 1st ~.tft 11 .0 107.g 95.4 11q.1 12.4 C-3 West BPown Sand 6 1st Lift 12.0 107.6 95.2 113.1 Shane so iNSp]~__~i~DR D-FW Engineering & Testing, P O. Box 1247. Euless, Texas 76039-1247 ,~ ~ Phone 817-540.2622 I~ll~ P~I- LIQUID PLASTIC CITY LOCATION SOIL DATE LIMIT LIMIT INDEX Select Fill Tan Sand & Gravel 8/23 19 8 11 w/Clay Balls CLIENT: Minyards/Univest (JV) PROJECT: 84-1273/74 Townoaks Centre/Retail Shell D-JrW Eni~nflr/n4 · Tesl~n& Inc, .