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Waterside P3-LR 951101
FUGRO-McCLELLAND (SOUTHWEST), INC. / 2880 Virgo Lane; Dallas, Texas 75229 Ph (214) 484-8301; Fax (214) 620-7328 FIELD DENSITY REPORT CLIENT: Standard Pacific of Texas PROJECT NO.: 0751-2031 PROJECT: Waterside Estates #3, Coppell, Texas REPORT DATE: November 1, 1995 Page 1 MOISTURE/DENSITY RELATIONS Material Proctor Results Number Description Maximum Dry Density (pcf) Optimum Moisture (%) 1 Brown sandy clay with occasional gravel 119.9 13.2 2 Light brown sandy clay and gray clay 109.5 16.1 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 44 2 Block H, lot 18, 1 foot below grade 110.2 16.0 100.6 45 2 Block H, lot 15, I foot below grade 107.8 18.8 98.4 46 I Block H, lot 14, I foot below grade 114.5 15.0 95.5 47 I Block H, lot 13, 1.5 feet below grade 117.7 15.7 98.1 48 I Block H, lot 12, 1.5 feet below grade 115.2 14.9 96.0 49 I Block H, lot 10, I foot below grade 114.1 16.0 95.1 50 2 Block H, lot 8, 1 foot below grade 106.8 17.4 97.5 51 2 Block H, lot 7, 1 foot below grade 109.5 17.8 100.0 52 2 Block H, lot 5, 1 foot below grade 110.4 18.2 100.8 53 2 Block H, lot 2, I foot below grade 110.5 17.6 100.9 54 2 Block G, lot 1, I foot below grade 108.2 19.0 98.8 55 2 Block G, lot 3, 1 foot below grade 109.6 19.2 100.1 56 I Block G, lot 5, I foot below grade 114.7 14.2 95.6 57 I Block G, lot 7, I foot below grade 114.3 16.2 95.3 58 2 Block G, lot 7, 1 foot below grade 105.8 17.9 96.6 59 2 Block G, lot 9, 1 foot below grade 105.4 20.1 96.2 60 2 Block G, lot 11, 1 foot below grade 109.8 17.7 100.3 61 I Block G, lot 13, I foot below grade 117.7 14.8 98.2 62 I Retest of #28, dated 10/07/95 118.3 16.0 98.6 63 2 Retest of #29, dated 10/07/95 108.3 18.3 98.9 64 1 Retest of #31, dated 10/07/95 115.9 15.9 96.7 65 1 Retest of #32, dated 10/07/95 114.4 15.6 95.4 FUGRO-McCLELLAND (SOUTHWEST), INC. / 2880 Virgo Lane; Dallas, Texas 75229 Ph (214) 484-8301; Fax (214) 620-7328 FIELD DENSITY REPORT CLIENT: Standard Pacific of Texas PROJECT NO.: 0751-2031 PROJECT: Waterside Estates #3, Coppell, Texas REPORT DATE: November 1, 1995 Page 2 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 66 I Retest of #33, dated 10/07/95 116.0 15.4 96.8 67 2 Retest of#35, dated 10/07/95 110.3 17.9 100.8 68 2 Retest of #36, dated 10/07/95 108.3 18.3 98.9 69 2 Block H, lot 4, final 110.2 18.4 100.7 70 2 Block H, lot 6, final 106.2 17.0 97.0 71 2 Retest of #9, dated 10~07/95 108.8 17.9 99.4 72 I Retest of #11, dated 10/07/95 114.0 13.7 95.1 73 2 Retest of #17, dated 10/07195 106.5 18.4 97.3 74 1 Retest of #38, dated 10/07/95 114.5 15.2 95.5 75 1 Retest of #37, dated 10/07/95 118.0 15.4 98.4 Remarks: All densities meet project specifications unless otherwise noted. Mark Stdttmatter Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. SMH/br Distribution: Standard Pacific of Texas - Randy Lockhart City of Coppell - Larry Davis