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Park West CC(02)-LR 960824
GEOTI:CHNICAL AND G J=~J I'-1 I I p ENVIR. ON Iff ENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Parkwest Center - Building I Airline Drive Coppell, Texas REPORTED TO: Insignia Commerical Group, Inc. 7557 Rambler Road, Suite 1300 Dallas, Texas 75231-7167 ATTN: Mr. Brian E. Grant REPORT NO. 7 REPORT DATE: 08-24-96 REG PROJECT NO. 2753.2 TECHNICIAN: B. Lucas CONTRACTOR: Bob Moore Construction, Inc. 1 D-698 Dark gray clay 20.8 92.3 2 D-698 Yellowish-brown clayey sand 14.7 111.4 3 D-698 Reddish-brown clayey sand 14.1 114.2 4 D-698 Light brown clayey sand 13.1 113.7 5 D-698 Dark gray & dark brown clay 26.4 94.4 16 08-02-96 Line ST-l/ 1.5 92.3 22.0 I 100.0 STA 2+50 17 150'N, 50'E(1) 0.0 103.0 18.4 5 109.1a 18 250'N, 50'E(1) 0.0 106.0 18.8 5 112.3b 19 350'N, 50'E(1) 0.0 105.0 20.6 5 111.2c 20 500'N, 50'E(1) 0.0 97.6 23.1 5 103.4d 21 08-03-96 80'N,415'E(2) 1.5 94.3 26.2 5 99.9 22 80'N,300'E(2) 1.5 85.9 26.0 1 93.1 23 80'N,230'E(2) 1.5 86.7 25.9 1 93.9 24 80'N,150'E(2) 1.5 85.0 26.5 1 92.1 25 80'N,175'E(2) 1.5 86.7 26.7 I 93.9 26 30'N,120'E(2) 1.5 89.1 25.0 1 96.5 27 30'N,200'E(2) 1.5 86.0 26.5 I 93.2 28 130'N,150'E(2) 1.5 87.8 26.7 I 95.1 29 130'N,300'E(2) 1.5 85.0 26.5 I 92.1 30 130'N ,400'E(2) 1.5 86.0 26.4 1 93.2 31 150'N, 50'E(1) 0.0 92.1 27.5 5 97.6A 32 250'N, 50'E(1) 0.0 91.3 27.1 5 96.8B 33 350'N, 50'E(1) 0.0 92.5 26.7 5 98.0C 34 500'E, 50'E(1) 0.0 92.2 26.3 5 97.7D 35 690'N, 95'E(1) 0.0 91.2 28.2 5 96.6 36 500'N, 90'E(1) 0.0 92.5 29.0 2 98.0 37 375'N, 90'E(1) 0.0 91.7 29.8 5 97.1 38 200'N, 90'E(1) 0.0 90.3 28.8 5 95.7 39 200'N,160'E(1) 0.0 92.5 27.0 5 98.0 24:~4 STUTZ DP,. · SUITE ~.00 · DALLAS, TX 752:~5 · TEL [~J~J] 350 5600 · FAX ['~J4] 350 0019 40 08-03-96 595'N,160'E(1) 0.0 90.8 27.1 5 96.2 41 150'N, 50'E(2) 0.0 91.2 30.7 5 96.6 42 150'N, 85'E(2) 0.0 92.5 28.9 5 98.0 43 250'N, 50'E(2) 0.0 92.0 30.4 5 97.5 44 250'N, 85'E(2) 0.0 92.5 30.3 5 98.0 45 400'N, 50'E(2) 0.0 92.2 29.3 5 97.7 46 400'N, 85'E(2) 0.0 90.8 27.2 5 96.2 47 550'N, 50'E(2) 0.0 90.0 28.7 5 95.3 48 550'N, 85'E(2) 0.0 90.4 29.0 5 95.8 49 675'N, 50'E(2) 0.0 92.5 30.3 5 98.0 50 675'N, 85'E(2) 01.0~ 90.8 27~1 ~ '5 96.2 51 08-05-96 225'N, 70'E(2) 1.5 90.7 26.2 5 96.1 52 285'N, 70'E(2) 1.5 89.5 28.2 5 94.8 53 335'N, 70'E(2) 1.5 90.3 29.5 5 95.7 54 390'N, 70'E(2) 1.5 90.2 29.4 5 95.6 55 440'N, 70'E(2) 1.5 92.5 27.5 5 98.0 56 465'N, 70'E(2) 1.5 91.2 27.4 5 96.6 57 515'N, 70'E(2) 1.5 92.5 27.0 5 98.0 58 225'N,140'E(2) 1.5 90.0 30.6 5 95.3 59 285'N,140'E(2) 1.5 89.7 29.3 5 95.0 60 335'N,140'E(2) 1.5 90.0 29.0 5 95.3 61 390'N,140'E(2) 1.5 91.5 28.5 5 96.9 62 440'N, 140'E(2) 1.5 91.0 27.7 5 96.4 63 465'N, 140'E(2) 1.5 ' 91.3 30.3 5 96.7 64 515'N,140'E(2) 1.5 92.5 27.2 5 98.0 65 515'N, 300'E(2) 1.5 92.3 28.4 5 97.8 66 465'N,300'E(2) 1.5 92.5 27.3 5 98.0 67 440'N,300'E(2) 1.5 91.1 28.8 5 96.5 68 390'N,300'E(2) 1.5 92.5 29.7 5 98.0 69 335'N,300'E(2) 1.5 90.1 29.7 5 95.4 70 285'N,300'E(2) 1.5 92.5 28.3 5 98.0 71 225'N,300'E(2) 1.5 89.9 30.0 5 95.2 72 225'N,380'E(2) 1.5 92.5 27.5 5 98.0 73 280'N,380'E(2) 1.5 92.5 27.8 5 98.0 74 330'N,380'E(2) 1.5 92.6 29.2 5 98.1 75 390'N,380'E(2) 1.5 90.7 28.9 5 96.1 76 440'N,380'E(2) 1.5 92.2 28.4 5 97.7 77 475'N,380'E(2) 1.5 92.3 30.6 5 97.8 78 515'N,380'E(2) 1.5 92.6 30.6 5 98.1 79 Line ST-l/ 0.0 92.5 27.9 5 98.0 STA 3+00 80 Line ST-l/ 3.0 92.3 27.3 5 97.8 STA 3+60 81 08-06-96 25'N, 30'E(2) 0.7 106.7 16.2 4 93.88 82 25'N, 65'E(2) 0.7 105.3 16.9 4 92.6f 83 25'N, 30'E(2) 0.7 109.3 15.1 4 96.1E 84 25'N, 65'E(2) 0.7 108.0 13.2 4 95.0F 85 75'N, 50'E(2) 0.7 108.1 15.7 4 95.1 86 25'N,420'E(2) 0.7 108.4 15.2 4 95.3 87 08-06-96 75'N,100'E(2) 0.7 108.7 13.8 4 95.6 88 75'N,210'E(2) 0.7 108.1 14.4 4 95.1 89 75'N,300'E(2) 0.7 108.0 13.0 4 95.0 90 125'N,320'E(2) 0.7 108.7 11.1 4 95.6 91 125'N,250'E(2) 0.7 108.8 11.1 4 95.7 92 08-07-96 Line ST-l/ 0.0 92.1 28.3 5 97.6 STA 3+80 93 Line ST-l/ 2.0 92.5 27.5 5 98.0 STA 4+25 94 225'N, 90,E(2) 0.7 110.9 12.2 4 97.5 95 225'N,200'E(2) 0.7 113.0 11.9 4 99.4 96 225'N,290'E(2) 0.7 113.1 11.1 4 99.5 97 225'N,380'E(2) 0.7 113.7 11.1 4 100.0 98 275'N,370'E(2) 0.7 110.5 11.9 4 97.2 99 275'N,250'E(2) 0.7 109.9 11.2 4 96.7 100 275'N,125'E(2) 0.7 109.7 11.7 4 96.5 101 275'N, 75'E(2) 0.7 110.9 11.6 4 97.5 102 08-08-96 Line ST-l/ 0.0 92.5 26.6 5 98.0 STA 4+75 103 Line ST-l/ 1.5 92.1 28.0 5 97.6 STA 4+95 104 30'N, 25'E(2) 0.0 113.7 11.1 4 100.0 105 80'N, 25'E(2) 0.0 108.0 11.1 4 95.0 106 80'N,210'E(2) 0.0 109.0 14.9 4 95.9 107 40'N,210'E(2) 0.0 108.1 14.1 4 95.1 108 40'N,375'E(2) 0.0 111.8 14.5 4 98.3 109 80'N,375'E(2) 0.0 109.6 12.0 4 96.4 Comments: Where tested, materials were in compliance with project specifications, unless noted otherwise. Failing test noted in lower case letter, passing retest noted in corresponding upper case letter. Footnote: (1) Measurements referenced from S.E. building comer. (2) Measurements referenced from S.W. building comer. Distribution: (1) Insignia Commerical Group, Inc./ Mr. Bdan E. Grant (1) Hardy McCullah/MLM Architects/ Mr. Norman Coates (1) TenEyck*Merritt*Barnett*Pitt/ Mr. Frank Merritt (1) Bob Moore Construction, Inc./ Mr. Ed T. McGuire (1) City of CoppelI-Building Inspections/ Mr. Lee Stone ~ City of Coppell/Mr. Larry Davis Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. RFR/msm