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Park West CC(7)-LR 980915IN-PLACE DENSITY x/x STING 8901 Carpenter Frwy., Suite gl{N} Dallas, Texas 75247 Date of Service: Client No.: Client: 09/01/1998 71765000 Prentiss Properties Limited, Inc. Attn: David Glass 3860 W. Northwest Hwy. Dallas TX 75220 Report No.: 9823109 Project No.: 43-2170-98 Project: Lakeview Center Coppell, Texas Report Date 09/15/1998 Services: In-place density testing. CONTRACTOR: Butler Construction PROJECT DATA Laboratory Test Method: ASTM D-698 Field Test Method: MOISTURE DENSITY RELATIONS: M/D No. Description 1 Reddish Brown Clayey Sand w/Clay Balls & Gravel Moisture % 11.5 FIELD DENSITY TESTS Maximum Density pcf 123.5 ASTM D-2922 ASTM D-3017 Project Requirements Moisture Density -2~2% 95% TEST NO TEST LOCATION 190 191 N-W Comer 192 NW Comer 193 NW Comer 194 NW Comer 195 NW Comer 196 NW Comer 197 NW Comer 198 NW Comer 199 NW Comer Northwest Wing, Select NW Comer 60'S & 40'E, 1st Lift 60'S & 80'E, 1st Lift 60'S & 120'E, 1st Lift 60'S & 160'E, 1st Lift 60'S & 200'E, 1 st Lift liftS & 200'E, 1st Lift 110'S & 150'E, 1st Lift ll0'S & 100'E, 1st Lift 110'S & 50'E, 1st Lift 110'S & 10'E, 1st Lift Technician: Tex King Report Distribution: (1) Prentiss Properties Limited, Inc. (1) Alliance Architects, Inc. ( 1 ) Halff Associates (I) Mullen & Powell Tectmistructures, I M/D MOISTURE DRY DENSITY DENSITY No. (%) (pcf) (% max) 1 12.5 119.9 97 1 12.1 119.7 97 1 12.3 119.8 97 1 12.4 120.2 97 1 12.1 119.8 97 1 12.4 120.0 97 1 12.3 119.9 97 1 12.5 120.3 97 1 12.2 120.0 97 1 12.3 119.9 97 Test results on this report meet project specification. (1) Butler Construction (1) City of Coppell (1) City of Coppell Vice President 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 HBC Engineering, Inc. 07TMP Page 1 of 1