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Gateway BP(1.3)-LR 990317 F=I E E 1-1 ENVIRON M E(t REPORT OF FIELD DENSITY TESTS Gateway Business Center Freeport Parkway Coppell, Texas EOTECHNICAL AND G F~ r-~ L..J P ITAL CONSULTANTS REPORTED TO: Catellus Development Corporation 4545 Fuller Drive, Suite 100 Irving, Texas 75036 ATTN: Mr. Robed McCann REPORT REPORT REG PR~ TECHNI( PAGE: NO. 14 DATE: 03-17-99 )JECT NO. 5167 ;lAN: R. Bullion of 3 CONTRACTOR: Pacific Builders, Inc. 1 D-698 2 D-698 3 D-698 Brown sandy clay (cement-treated) Dark gray clay Reddish brown clayey sand "select" fill 36.5 27.0 13.5 79.5 91.5 107.5 13 02-10-99 Bldg. Pad: 14 Bldg. Pad: 15 Bldg. Pad: 16 Bldg. Pad: 17 Bldg. Pad: 18 Bldg. Pad: 19 Bldg. Pad: 20 BIdg.Pad: 21 Bldg. Pad: 22 BIdg. Pad: 23 02-12-99 BIdg. Pad: 24 Bldg. Pad: 25 BIdg. Pad: 26 Bldg.Pad: 27 Bldg.Pad: 28 Bldg.Pad: 29 Bldg.Pad: 30 Bldg.Pad: 31 Bldg. Pad: 32 Bldg. Pad: 33 Bldg. Pad: 34 Bldg. Pad: 35 Bldg. Pad: 36 Bldg. Pad: 37 Bldg. Pad: 38 02-13-99 Bldg. Pad: 39 Bldg. Pad: 40 Bldg. Pad: 41 Bldg. Pad: 15'N, 15'W (1) 75'N, 40'W (1) 150'N 60'W (1) 225'N 75'W (1) 300'N 75'W (1) 300'N 90'W (1) 250'N 110'W (1) 200'N 140'W (1) 200'N 130'W (1) 250'N 125'W (1) 325'N 25'E (2) 325'N 100'E (2) 325'N 175'E (2) 400'N 25'E (2) 400'N 100'E (2) 400'N 175'E (2) 475'N 175'E (2) 475'N 25'E (2) 550'N 175'E (2) 550'N 25'E (2) 625'N 175'E (2) 625'N 25'E (2) 25'N, 25'E (2) 25'N, 100'W (1) 25'N, 175'W(1 ) 100'N, 25'E (2) 100'N, 100'E (2) 100'N, 175'E (2) 175'N, 25'E (2) 2424 STUTZ DR. · SUITE 400 · 2.0 85.4 30.7 2.0 88.3 31.2 2.0 89.0 29.7 2.0 89.5 30.6 2.0 87.3 33.4 2.0 89.2 32.7 2.O 89.7 31.5 2.0 88.5 33.2 2.0 89.4 30.8 2.0 88.3 31.8 2.0 86.0 27.2 2.0 84.7 31.2 2.0 84.9 28.9 2.0 86.9 30.1 2.0 85.8 27.5 2.0 84.2 31.8 2.0 84.5 31.3 2.0 86.0 31.6 2.0 85.4 29.8 2.0 86.0 30.0 2.0 85.7 30.3 2.0 85.1 29.7 1.4 107.6 13.9 1.4 106.2 15.1 1.4 107.3 14.5 1.4 106.0 12.6 1.4 107.1 16.1 1.4 105.8 16.2 1.4 105.6 16.2 93.3 96.5 97.2 97.8 95.4 97.4 98.0 96.7 97.7 96.5 94.0 92.6 92.8 95.0 93.8 92.0 92.3 94.0 93.3 94.0 93.7 93.0 100.0 98.8 99.8 98.6 99.6 98.4 98.2 DALLAS, TX 75235 TEL [214] 350 5600 · FAX [214] 350 0019 REPORT NO. 14 REPORT DATE: 03-17-99 REG PROJECT NO. 5167 PAGE: 2 of 3 42 02-13-99 Bldg. Pad: 175'N, 100'E (2) 1.4 106.8 14.1 `1 99.4 43 Bldg. Pad: 175'N, 175'E (2) 1.4 106.7 13.9 `1 99.3 44 Bldg. Pad: 475'N, 100'E (2) 2.0 84.7 28.0 ; 92.6 45 Bldg. Pad: 550'N, 100'E (2) 2.0 86.2 27.3 ; 94.2 46 Bldg. Pad: 625'N, 100'E (2) 2.0 86.0 27.8 ; 94.0 47 02-15-99 Bldg. Pad: 250'N, 25'E (2) 1.4 105.9 16.1 `1 98.5 48 Bldg.Pad: 250'N, 100'E (2) 1.4 106.3 15.8 `1 99.0 49 Bldg.Pad: 250'N, 175'E (2) 1.4 105.5 15.4 ,.: 98.0 50 Bldg.Pad: 25'N, 25'E (2) 0.8 106.4 15.0 `1 99.0 51 Bldg. Pad: 25'N, 100'E (2) 0.8 105.9 15.2 ;: 98.5 52 Bldg. Pad: 25'N, 175'E (2) 0.8 106.5 14.8 ,! 99.0 53 Bldg. Pad: 100'N, 25'E (2) 0.8 105.2 15.5 ,1 98.0 54 Bldg. Pad: 100'N, 100'E (2) 0.8 106.1 15.7 ,1 98.7 55 Bldg. Pad: 100'N, 175'E (2) 0.8 106.6 16.1 ,1 99.0 56 Bldg.Pad: 175'N, 25'E (2) 0.8 07.0 13.3 ," 99.5 57 Bldg. Pad: 175'N, 100'E (2) 0.8 105.5 13.7 ~ 98.0 58 Bldg.Pad: 175'N, 175'E (2) 0.8 107.1 14.2 ;: 99.6 59 02-16-99 Bldg. Pad: 25'N, 25'E (2) 0.0 103.3 14.8 ,~ 96.0 60 Bldg. Pad: 25'N, 100'E (2) 0.0 106.7 14.1 ," 99.3 61 Bldg. Pad: 25'N, 175'E (2) 0.0 105.7 13.9 ~: 98.3 62 Bldg. Pad: 100'N, 25'E (2) 0.0 105.5 15.3 ,~ 98.0 63 Bldg. Pad: 100'N, 100'E (2) 0.0 106.1 13.7 ,~ 98.7 64 Bldg. Pad: 100'N, 175'E (2) 0.0 106.9 15.5 ,~ 99.4 65 Bldg. Pad: 100'N, 25'E (2) 0.0 105.0 15.0 ," 97.7 66 Bldg. Pad: 175'N, 100'E (2) 0.0 105.4 14.3 ~ 98.0 67 Bldg. Pad: 175'N, 175'E (2) 0.0 104.7 14.0 ," 97.4 68 02-19-99 Bldg. Pad: 225'N, 25'E (2) 0.8 106.2 15.4 ~ 98.8 69 Bldg. Pad: 225'N, 100'E (2) 0.8 106.9 15.1 ," 99.4 70 Bldg.Pad: 225'N, 175'E (2) 0.8 107.1 15.2 ~ 99.6 71 Bldg. Pad: 300'N, 25'E (2) 1.4 106.0 16.1 ~ 98.6 72 Bldg. Pad: 300'N, 100'E (2) 1.4 107.6 15.0 ," 100.0 73 Bldg. Pad: 300'N, 175'E (2) 1.4 105.9 14.5 ~: 98.5 74 Bldg. Pad: 375'N, 25'E (2) 1.4 105.5 14.9 : 98.0 75 Bldg.Pad: 375'N, 100'E (2) 1.4 105.1 13.7 : 97.8 76 Bldg.Pad: 375'N, 175'E (2) 1.4 104.9 14.2 ,~ 97.6 77 Bldg. Pad: 450'N, 25'E (2) 1.4 101.7 13.6 ,~ 97.4 78 Bldg. Pad: 450'N, 100'E (2) 1.4 105.3 13.7 ," 98.0 79 Bldg.Pad: 450'N, 175'E (2) 1.4 105.4 13.2 ,~ 98.0 80 Bldg. Pad: 225'N, 25'E (2) 0.0 106.5 14.8 ," 99.0 81 Bldg.Pad: 225'N, 100'E (2) 0.0 107.2 15.0 ~ 99.7 82 Bldg.Pad: 225'N, 175'E (2) 0.0 107.8 13.0 ~ 100.0 83 Bldg. Pad: 300'N, 25'E (2) 0.8 106.4 13.2 , 99.0 84 Bldg. Pad: 300'N, 100'E (2) 0.8 105.9 15.8 · 98.5 85 Bldg. Pad: 300'N, 175'E (2) 0.8 105.4 14.7 98.0 86 Bldg. Pad: 375'N, 25'E (2) 0.8 107.3 14.8 99.8 87 Bldg. Pad: 375'N, 100'E (2) 0.8 104.9 15.2 97.6 88 Bldg. Pad: 375'N, 175'E (2) 0.8 105.3 14.6 98.0 89 Bldg. Pad: 450'N, 25'E (2) 0.8 104.8 14.0 97.5 REPORT NO. 14 REPORT DATE: 03-17-99 REG PROJECT NO. 5167 PAGE: 3 of 3 90 02-19-99 Bldg. Pad: 450'N, 100'E (2) 0.8 105.1 13.3 ~ 97.8 91 Bldg. Pad: 450'N, 175'E (2) 0.8 104.9 13.8 `1 97.6 92 Bldg. Pad: 300'N, 25'E (2) 0.0 107.2 13.8 `1 99.7 93 Bldg. Pad: 300'N, 100'E (2) 0.0 106.9 15.0 `1 99.4 94 Bldg. Pad: 300'N, 175'E (2) 0.0 105.9 13.7 `1 98.5 95 Bldg. Pad: 375'N, 25'E (2) 0.0 106.5 14.0 `1 99.0 96 Bldg. Pad: 375'N, 100'E (2) 0.0 105.8 14.2 `1 98.4 97 Bldg. Pad: 375'N, 175'E (2) 0.0 107.4 13.5 `1 99.0 98 Bldg.Pad: 525'N, 25'E (2) 1.4 104.8 13.9 `1 97.5 99 Bldg. Pad: 525'N, 100'E (2) 1.4 105.2 13.7 `1 97.9 100 Bldg. Pad: 525'N, 175'E (2) 1.4 104.6 14.1 `1 97.3 101 Bldg.Pad: 600'N, 25'E (2) 1.4 105.5 13.5 `1 98.0 102 Bldg. Pad: 600'N, 100'E (2) 1.4 104.9 13.7 `1 97.6 103 Bldg. Pad: 600'N, 175'E (2) 1.4 105.2 14.2 ~ 97.9 104 Bldg. Pad: 675'N, 25'E (2) 1.4 104.6 13.3 ,! 97.3 105 Bldg.Pad: 675'N, 100'E (2) 1.4 105.4 12.9 ," 98.0 106 Bldg.Pad: 675'N, 175'E (2) 1.4 104.8 13.4 ~ 97.5 107 02-20-99 Bldg. Pad: 450'N, 25'E (2) 0.0 105.9 13.2 `1 98.5 108 Bldg. Pad: 450'N, 100'E (2) 0.0 106.4 12.8 ~ 99.0 109 Bldg. Pad: 450'N, 175'E (2) 0.0 105.4 13.2 ~ 98.0 110 Bldg. Pad: 525'N, 25'E (2) 0.8 104.1 14.3 ~ 96.8 111 Bldg. Pad: 525'N, 100'E (2) 0.8 104.3 14.6 ~ 97.0 112 Bldg. Pad: 525'N, 175'E (2) 0.8 104.7 13.8 ,~ 97.4 113 Bldg. Pad: 600'N, 25'E (2) 0.8 103.8 15.1 ~ 96.6 114 Bldg. Pad: 600'N, 100'E (2) 0.8 104.0 14.9 ~ 96.7 115 Bldg. Pad: 600'N, 175'E (2) 0.8 104.6 15.2 ," 97.3 116 Bldg. Pad: 675'N, 25'E (2) 0.8 105.1 13.7 ~ 97.8 117 Bldg. Pad: 675'N, 100'E (2) 0.8 103.9 14.5 ," 96.7 118 Bldg. Pad: 675'N, 175'E (2) 0.8 104.2 14.3 ~ 97.0 119 Bldg. Pad: 525'N, 25'E (2) 0.0 107.1 13.0 ," 99.6 120 Bldg.Pad: 525'N, 100'E (2) 0.0 105.7 14.1 ,'* 98.3 121 Bldg. Pad: 525'N, 175'E (2) 0.0 106.2 13.5 : 98.8 122 Bldg.Pad: 600'N, 25'E (2) 0.0 106.9 13.4 ," 99.4 123 Bldg.Pad: 600'N, 100'E (2) 0.0 108.1 12.3 ~ 100.0 124 Bldg. Pad: 600'N, 175'E (2) 0.0 105.7 14.1 ~ 98.3 125 BIdg.Pad: 675'N, 25'E (2) 0.0 107.5 13.6 ~ 100.0 126 Bidg.Pad: 675'N, 100'E (2) 0.0 107.2 13.1 ~ 99.7 127 Bldg.Pad: 675'N, 175'E (2) 0.0 105.3 13.5 ~ 98.0 Comments: Where tested, materials were in compliance with project specifi~:ations. Distribution: (1) (2) Measurements referenced from S.W. building corner. (1) Catellus Development Corporation/ Mr. Robert McCann (1) Pacific Builders, Inc./Mr. Jim Kinder (1) Potter Concrete/Mr. Daniel Lewis (1) AECC, Inc./Mr. Matt Rader (1) Gromatzky Dupree & Associates/ Mr. Scoff McCrary (1) Brockette*Davis*Drake/ Mr. Bob Williams (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone Submitted by: REED ENGINEE Original Signed Ronald F. Reed, BW/sa/je :~ING GROUP, INC. By