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Northlake 635(7)-LR 971206 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 11/21/1997 Report No.: 9725287 Report Date 12/06/1997 Client No.: 71765000 Project No.: 43-2479-97 Client: erentiss Properties Limited, InC.Arm: David Glass Project: Calling Centercoppell, Texas COPY 3890 W. N.W. Hxx% Suite 400 Dallas TX 75220 Services: In-place density testing. PROJECT DATA CONTRACTOR: Butler Construction Laboratory Test Method: ASTM D-698 Field Test Method: ASTM D-2922 ASTM D-3017 MOISTURE DENSITY REI.ATIONS: Maximum Project Requirements M/D No. Description Moisture % Density pcf Moisture Density 1 Yellowish tan shaley clay 20.0 10.8 .--4% 92% 2 w/small gravel 0.0 0.0 FIELD DENSITY TESTS TEST 5UD MOISTURE DRY DENSITY DENSITY NO TEST LOCATION No. (%) (pcf) (% max) E side of pad, NE corner 49 7th lift, 60'S -- 50'W 1 26.1 100.1 927 50 6th lift, 60'S + 50'W 1 25.9 100.0 926 51 7th lift, 60'S + 150'W 1 25.7 99.5 921 52 6th lift, 60'S + 150'W I 25.5 99.7 923 53 7th lift, 60'S + 250'W 1 24.8 100.5 931 54 6th lift, 60'S + 250'W 1 24.9 100.9 934 55 7th lift, 120'S + 250'W 1 25.1 100.4 930 56 6th lift, 120'S + 250'W 1 25.3 101.0 935 57 7th lift, 120'S + 150'W 1 25.6 100.2 928 58 6th lift, 120'S- 150'W 1 25.3 100.3 929 59 7th lift. 120'S * 75'W 1 25.4 100.0 926 This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of }IBC Engineering, Inc. 07MP Page I of 2 TEST MfD MOISTURE DRY DENSITY DENSITY NO TEST LOCATION No. (%) (pcf) (% max) 60 6th lift, 120'S + 75'W I 25.0 100.1 927 61 7th lift, 240'S + 40'W 1 24.9 100.5 931 62 6th lift, 240'S + 40'W 1 25.3 100.1 927 63 7th lift, 240'S + 100'W I 24.9 100.2 928 64 6th lift, 240'S + 100'W 1 24.1 99.7 923 65 7th lift, 240'S + 200'W 1 25.3 100.0 926 66 6th lift, 240'S + 200'W 1 25.1 100.5 931 67 7th lift, 240'S + 240'W 1 25.6 101.0 935 68 6th lift, 240'S + 240'W 1 25.7 100.1 927 69 7th lift, 350'S + 200'W 1 24.7 100.0 926 70 6th lift, 350'S + 200'W 1 24.9 100.3 929 71 7th lift, 350'S + 100'W 1 25.1 100.1 927 72 6th lift, 350'S + 100'W 1 25.3 100.4 930 73 7th lift, 350'S + 60'W 1 25.1 100.9 934 74 6th lift. 350'S + 60'W 1 25.6 101.0 935 Test results on this report meet project specification. Technician: Tex King ~ Engineering, Inc. Report Distribution: Prentiss Properties Limited, Inc. (I) I lalffAssociates, Inc. Butler Construction (1) City of Coppe:l Paul D. Smith, P.E. Alliance Architects, Inc. (I) I ICBeck Contractors Senior Project Engineer Brockette Davis Drake, Inc. (1) City of Coppell This report is exclusively lbr the use of the client indicated abox e and shall not be reproduced except in ful! without the written approval of HBC Engineering, Inc. 07MP Page 2 of 2