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W Sandy Lk Addn-LR050816
GEOTECNNICAL AND ~ I~ ~ L-I I~ ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Sandy Lake 121 944 Sandy Lake Road CoppelI, Texas REPORTED TO: MC II Development Company, Ltd. 3811 Turtle Creek Blvd, Suite 730 Dallas, Texas 75219 ATTN: Mr. Richard Crow CONTRACTOR: McFadden & Miller REPORT NO. 108 REPORT DATE: 08-16-05 REG PROJECT NO. 12130 TECHNICIAN: P. Butler PAGE: 1 of 2 Proctor ASTM Optimum No. Standard Description Mo sture, % Brown sandy clay 14.6 Reddish brown sandy clay 19.8 Red clay 23.9 Reddish brown silty clay 13.2 Brown clay (lime-treated) 17.7 Reddish brown sandy clay (lime-treated) 18.1 Red sandy clay 12.8 1 D-698 2 D-698 3 D-698 4 D-698 5 D-698 6 D-698 7 D-698 Maximum Density, PCF 107.7 100.4 96.4 112.7 104.6 103.3 106.7 Test No. Date Location 418 08-10-05 Sanitary 419 Sanitary 420 Sanitary 421 Sanitary 422 Sanitary 423 Sanitary 424 Sanitary 425 Sanitary 426 Sanitary 427 Sanitary 428 Sanitary 429 Sanitary 430 Sanitary 431 Sanitary 432 Sanitary 433 Sanitary 434 Sanitary 435 Sanitary 436 Sanitary 437 Sanitary 438 Sanitary 439 Sanitary Depth Below Field Field Final S.G. Density Moisture (feet) (pcf) (%) Line: 180'N, 20'E(1) 6.0 95.3 21.0 Line: 181'N, 20'E(1) 5.0 95.7 19.8 Line: 182'N, 20'E(1 ) 4.0 96.3 20.6 Line: 183'N, 20'E(1) 3.0 96.0 20.0 Line: 184'N, 20'E(1) 2.0 97.1 21.5 Line: 185'N, 20'E(1) 1.0 95.4 20.7 Line: 186'N, 20'E(1) 0.0 95.9 21.0 Line: 330'N, 20'E(1) 5.0 102.9 13.1 Line: 331'N, 22'E(1) 4.0 102.1 14.0 Line: 332'N, 22'E(1) 3.0 101.3 12.8 Line: 333'N, 22'E(1 ) 2.0 101.5 13.2 Line: 334'N, 22'E(1 ) 1.0 101.9 13.9 Line: 335'N, 22'E(1) 0.0 101.3 14.1 Line: 480'N, 23'E(1) 4.0 103.8 15.8 Line: 481'N, 23'E(1) 3.0 103.4 15.1 Line: 482'N, 23'E(1) 2.0 104.4 14.5 Line: 483'N, 23'E(1) 1.0 102.9 15.6 Line: 484'N, 23'E(1) 0.0 103.6 15.0 Line: 630'N, 25'E(1) 4.0 104.0 16.0 Line: 631'N, 25'E(1) 3.0 104.4 15.4 Line: 632'N, 25'E(1) 2.0 104.5 16.1 Line: 633'N, 25'E(1) 1.0 103.9 15.2 Proctor Compaction ID Level (%) 2 95.0 2 95.4 2 96.0 2 95.7 2 96.8 2 95.1 2 95.6 7 96.5 7 95.7 7 95.0 7 95.2 7 95.6 7 95.0 7 97.4 7 97.0 98.0 7 96.5 7 97.2 7 97.6 7 98.0 7 98.1 7 97.5 2424 STUTZ DR · SUITE 400 · DALLAS, TX 75235 ,* ~EL [214] 350 5600 ' FAX [214] 350 0019 REPORT NO. 108 REPORT DATE: REG PROJECT NO. 12130 PAGE: 2of2 Test No. Date Location 440 08-10-05 Sanitary Line: 634'N, 25'E(1) 441 Sanitary Line: 780'N, 25'E(1 ) 442 Sanitary Line: 781'N, 25'E(1) 443 Sanitary Line: 782'N, 25'E(1) 444 Sanitary Line: 783'N, 25'E(1) 445 Sanitary Line: 784'N, 25'E(1) Comments: Where tested, Depth Below I Field Field Final S.G. Density Moisture (feet) (pcf) (O/o) 0.0 102.9 15.0 4.0 101.4 12.8 3.0 102.2 13.0 2.0 101.3 12.9 1.0 101.6 13.5 0.0 102.2 13.1 Pr~)tor C ~emce~ ~tio/o~ n 7 96.5 7 95.1 7 95.8 7 95.0 7 95.3 7 95.8 materials were in compliance with project specifications. Footnote: (1) Measurements referenced from S.E. building corner. Mail Distribution: (1) MC II Development Company, Ltd/ Mr. Richard Crow (1) Halff Associates/Mr. Dave Littleton (1) Azimuth Architecture/Mr. John Taylor (1) McFadden & Miller/Mr. Jon Jacobson Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Keith E. Atkins Manager, CMT KEA/mg