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Grand Cove-LR 940829
Hooper Engineering Laboratories, Inc. Construction Materials Testing CLIENT: Frank Bamburg Building Co. AIIev A 7) Station 1 65 TECHNICIAN: CDJ 2870 Walnut Hill Lane Dallas, Texas 75229 REPORT OF SOIL GRADATIONS DATE: 29 August 1994 PROJECT: Grand Cove Estates JOB NO.: 94.1075 SAMPLES: Taken by a representative of Hooper Engineering Laboratories, Inc. on 8/29/94. PERCENT PASSING SPECIFICATION LOCATION NO. 4 SIEVE REQUIREMENTS Wales Court 1) approx. Station 1 +00 66.1 2) approx. Station 3 00 64.3 3) approx. Station 5 00 64.2 4) approx. Station 7 +00 60.1 5) approx. Station 9 +00 64.6 6) approx. Station 11 00 66.0 73.4 DISTRIBUTION: (1) Frank Bamburg Building Co., Frank Bamburg (1) Site Concrete, Inc. (1) City of Coppell, Garreth Campbell 60 4,. (214) 351 -6419 Fax (214) 351 -5148 L Hooper Engineering Laboratories, Inc. 2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351.8419 Client Frank Bamburg Building Co. Project Grand Cove Estates, Coppel l TX Soil Description: Lime Stabilized Subgrade Tan Sandy Clay with Lime Maximum Density 99.0 pcf Optimum Moisture: 20.0% Liquid Limit 30.3 Plasticity Index 8.2 Distribution: (1) Frank Bamburg Building Co., Frank Bamburg (1) Site Concrete, Inc. (1) City of Coppell Garreth Campbell 120 110 100 90 Q 80 10 20 Date: Job No: 29 August 1994 94.1075 Moisture Content percent MOISTURE DENSITY RELATIONSHIPASTM D698 ■11.11■.■■ ■1111■■■■ ■■11 11 ■1..11.1 Q11111111111/11■1■1■■■ ■1111111■■■ ■■■■■■11■■1 ■111118111 ■11■ ■111111 11■11.••11■ ■11■11 1111■ ■••1111 111111■ ■1111 111111 ■1111 ■Q ■11111111 ■11■ ■11111■ ■11■11■■ ■11 ■Q 1111 ■111111 ■1111 ■111111 /11 1111 ■■■/11111111■■ 11// ■1111■ 1111 ■1111/ ■11■ 1111■ ■X1111111111/■ ■1111■■ ■11111111111111ommiu 11 111111■■■11111111■■■111111 ■1111■ 1111/ ■Q11■■■■■ssam■ ■111111 ■1111111111■ momma ■11 assm111111/ ■11■■■ 1111 ■Q ■11■ 111111111111111111111111 ■111111 ■1111111111■■ ■111111 ■1111 111111111111 11111111111111111111 11��r1111�11�1e�•v�11 �11vW ■1��� d��11 11 11 1111.1����v1v 1111■ ■Q ■Q ■Q ■Q Q ■Q■■ ■Q■ ■1111■ 11111111■■■11■■■■ 1111 11 ■1111111111.11■■■ 1111■■ m11111111 11■1111■om 11 n 11 mm 1111 n 11 111111■■11111111u n11■11■ ■1111■■1111■11ua■11IIII■ 1111 ■111111■I11111111■11m 11 1111110 V ■11■■o 1111■ /W \■■//Q ■QQW Q■■■■11Q11QW1W11■■■W/1111■ ■Q ■11. 1111. 1111■ ■11■■ ■1111■■■■ ■■■u■■■ 1111 11 1111 1111 ■Q ■11■1111■ ■11■ ■11■■ ■••1111 ■1111■11■ 1111 11111 1111 ■11111111 ■11■ ■111111 ■11 ■1111111111■■ 11 1111 1111 11 ■Q 111111 ■11■ ■11 ■Q■ ■1111■■11 ■11 111111 ■11■11111•11/ ■11■1111■■■111111■/ /11 ■1 111111 1111 1111■111111 ■11■1111■111111 ■1111■■■■■ r7■■■11■sm1111/ ■11 ■11■ ■111/111111 ■11 11■ ■11■ ■11/■1111Q ■1 1111■ /11■ ■11 ■rCr ■11■ 1111■ ■11\a11■ 11 ■11.11■ 1111 ■11 ■t 7■ I■ 1111 ■1111■ /1111111∎11 ■1111./111111 ■/11 111111 ■11■■■■11/ill11■11111111■ ■11■11■1111: 111111 111111111111 ■■1111•■11■ 11111111■ 11■ 11. ■11■■ ■11 ■■11■c 11111111 ■11 11111111 ■■111111 /I■1111Q ■11111111 ■11111111■ ■1111 W1111 ■1111 ■1111 ■11 ■11111 ■11 1111111111■■ 11.11■ /,/11■11■ X111111 11■ ■1111 ■1.\ 1111.11■■ ■■111111■11111111■ ■11 ■111111Q111111■1111n 1111 ■Q ■111111 ■111111 ■■1111 \111111 ■1111111111 11111111 1111111■■ 1111■ J■ ■■■111111/ ■11■■ /■11 ■11■ ■Q ■_Q 1111■ ■■■11■■ /■■■!f1■■ ■■111111 ■11 ■11■■11■■ 1111 ■11■■ ■11 ■Q1111/1111111111/1111111111 11 ■1111 1111■ 11111111 11 111111 111111 ■111111■■■N11■111111■�1111 11/111111 ■■11111111■ ■■■111111/11111111■ 111111 ■1111 1111■ 1111/ 111111 ■Q 1111■ ■11■ 1111■■■■■ Q■■11QQ•11•■11■/■•1111/■ 1111■ ■Q /11■■■/ ■11■■ ■1111.1111 1111■11■W11■1111111111111 11■ ■Q ■1111 ■1111■ ■111111 Q ■11.11 ■11■ ■11 ■■11111111 ■11 ■11111111/111111 ■1111■■■■■111111 ■1111■Q ■11111111 ■11■11 ■/111111 ■11 Q ■Q■ ■11■/■ ■11 ■11■ ■Q ■■1111Q11111111111111111■■ 11111111■11■/■■1111■m■1111. ■11 ■Q ■111111 ■1111■111111■111111 ■111111■ ■11■1111vH 1111111111111 1111 30 Hooper Engineering Laboratories, Inc. 2870 Walnut Hill Lane Client Frank Bamburg Building Co. Project Grand Cove Estates, Coppell TX Dallas Texas 75229 (214)351.8419 Soil Description: Lime Stabilized Subgrade Tan Brown Sandy Clay with Lime Maximum Density 102.0 pcf Optimum Moisture 18.0% Liquid Limit 28.4 Plasticity Index 7.0 Distribution: 120 w 110 a O c O 100 O. i+ CO 90 0 i Q 80 (1) Frank Bamburg Building Co. Frank Bamburg (1) Site Concrete, Inc. (1) City of Coppell, Garreth Campbell 10 20 Date: 29 August 1994 Job No: 94.1075 Moisture Content percent MOISTURE-DENSITY RELATIONSHIP ASTM D698 111111 ■•••11.1111.0 ••••11•• ••111111• 1111•■■ ■N ■■■M■■■ ■■N WEI ■1111 N••••••• ••••••••••••111111111111M••••••••11111•1111••••••••••••••• MOUE ■••1111.11••••••• MENEM ■1111•■111111■■■1111••N•• ••111111••11• ■1111 ■1111■ ■11•••••1111••••• ■1111■■11 ■111111■■1111••••■■■■■■wMENEM •••11• ■1111■ ■■111111••••••••••••••• ■■•11• ■1111 ■111111•••• ■•N■ ■N ••••••11••■ ■110 ■N ■••11•••■••• ■N ■•1111■•• ■••■••••MEM EMI 11•• 11••11•• 11■■ 1111mummi■11•■■■• ••■■•••■■•••11■• ■■V son Enumm 11111111••••11■ immoi ■11 mmum ••1111•■ ■■••.mom 1 11I•■■•■11■•••11•N ■11.11.11 •••■11•■•••■•••11 ■■■■■■u••m 11111 u:a:C:• ■::••••••�u:C: ••••••••••1! 1111••••••0 111111 ■m1111.11EEIMI•11111• ■••11■ ■1111■■11111111■■■■NMEE 11%■■■■■••• ■►■11■N ■■■11N■■■••••••■N ■■■■11 •1111111•11 •"31111 •1111•••••••• N 1 •■•••IC•• •N111111••••••••••11••••p1111••••••••••• ••1111••11 •••►••11•••••••••11•■••••■••••••••••••••••• ••I.I■ 11.11• 11A ■1111■■ •N 11•• ••IA•■ ■N■ ■11 ■N ■1111 \7 ■N■ ■•NNE MIMI ■•'/••■1• ■11• ■1111•• ■•N ■1111►\ ■11•• ■•N••• ••■EW ••••••••••••11 11•• 111 ■■11•••••••••■ ••11•• ••11 ■•11 •11••■ ••••11 •g1111NN•• ••11N ••11••11 ■11 ■11■ ••W■•MIMIN 11 1 .11•••••••• ■■11.11••1111•• ■11■■ ■■•••■••■11 N ■1111■=■■•N■■NN ■11 ••1111 .11••• ••■■••■■11••••••••••• •••••••••••••11 EMMEN 1111•■•■ •11• ••11• ■11■• ■■•••••••••W 11EE .c••••• ■••N••••■•11••11■11 ■NN ■1111111111WHIM ■N ■•11••■••••••• ■11.11••• N ■N ••IMES! 11••11••• 1111 ■11•• •••1111■N11• 1111••1111••• •1111••••••••••••••••••••••••••1111.••••• ••N11 30