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Gateway BP(1.2)-LR 960807IN-PLACE DENSITY T 3TING 4747 Irving Blvd., Suite #206 Dallas, Texas 7-n247 Date of Service: Client No.: Client: Services: 08/07/1996 13195000 Catellus Development Corporation Mr. Steve Williamson 4545 Fuller Drive, Suite 100 Irving TX 75038 In-place density testing. Report No.: 9607415 Project No.: 43-1452-96 Project: Fritz Gateway-Warehouse LBJ (~ Cotton & Gateway cowrl~crom Haws & Tingle PROJECT DATA Laboratory Test Me4hod: ASTIV[ D-698 Field Te~t Metho4: MOISTURE DENSITY RELATIONS: M/D No. 1 2 Description Dk/Md Bm Clay W/Rd Bm Clayey Tannish Bm Sandy Clay W/CB Maximum Moisture % DenslOd l~f ASTMD-2922 ASTMD-3017 Project Requiremen~ Moisture Demity 21.0 104.0 -2/+4% 95 % 13.0 119.5 ±2% 95% FIELD DENSITY TESTS NO 510 511 512 513 514 515 516 517 M/D MOISTURE TEST LOCATION No. (%) 1 22.9 1 22.7 2 14.9 2 14.7 2 14.2 2 13.9 2 13.7 2 13.4 Test results on this report meet project specification. 4th lift; grid B.5/16.9 5th li~ grid B.3/16.9 1st I:,P~ grid C/I&9 1st lift, grid F/16.9 2nd lift, grid B.5/16.9 2nd lift, grid D.5/16.9 3rd lift, grid C/16.9 3rd lift, grid F.5/16.9 6" sanitary sewer. DRY DENSITY DENSITY (1~0 (% max) 100.6 96.7 101.0 97.1 1160 on , 116.4 97.4 116.3 97.3 116.7 97.7 116.6 97.6 117.0 97.9 Technidan: Jesse Landreth Report Distribution: (1) Catellus Development Corporation (!) Cn'omatzky Dupree & A~ociatea (1) Brockette-Davis-Drake, Inc. (2) Haws & Tingle (2) CRy of Coppell (1) Abbott Development Paul D. Smith, P.E. Senior Project Engineer This report is exclusively for the use of the client indiea~.~d above and shall not be reproduced except in full without the written approval of HBC Engineering Inc.