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Verizon-LR 981005N-PLACE DENSITY TEb lING ~ate of Service: 09/23/1998 Client No.: THE BECK Client: The Beck Group Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 Report No.: Project No.: Project: ENGINF_.ERII~, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 9825248 Report Date 10/05/1998 43-2333-98 GTE Shared Services Coppell Road & Corporate Drive Coppell, Texas Services: In-place density testing. CONTRACTOR: PROJECT DATA Laboratory Test Method: ASTM D-698 Field Test Method: ASTM D-2922 ASTM D-3017 VIOISTURE DENSITY RELATIONS: No. Description Maximum Moisture % Density pcf Project Requh:ements Moisture Density Drk Reddish Bm Silty Clayey Sand w/Gravel 10.1 124.5 FIELD DENSITY TESTS 93% TEST NO TEST LOCATION M/D MOISTURE DRY DENSITY DENSITY No. (%) (pcf) (% max) West Wing 11 NW Comer 60'E & 30'S, Ist Lift 12 NW Comer 60'E & 70'S, 1st Lift 13 NW Comer 60'E & 130'S, Ist Lift 14 NW Comer 60'E & 170'S, 1st Lift 15 NW Comer 60'E & 210'S, 1st Lift 16 SW Comer 60'E & 50'N, 1st Lift 17 SW Comer 6fiE & 90'N, 1st Lift 18 SW Comer 60'E & 140'N, 1st Lift 19 SW Comer 60'E & 190'N, 1st Lift 20 SW Comer 60'E & 210'N, 1st Lift Technician: Tex King Rej/,0Xt Distribution: t' 3eck Group ~' · ornatzky Dupree & Assoc. (1) Brockette Davis Drake, Inc. (1) The Beck Group 1 12.1 118.2 95 1 11.9 119.1 96 1 12.0 118.8 95 i 12.1 118.6 95 1 10.9 119.6 96 1 11.2 119.1 96 1 11.1 119.4 96 1 11.3 119.0 96 1 11.3 119.0 96 1 11.0 118.6 95 Test results on this report meet project specification. (1) Brockette Davis Drake, Inc. (1) Cooper Excavation (1) The Beck Group H~ Engineering, Inc. 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. Paee 1 of 1