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Gateway BP(1.2)-LR 960613 (5)
-PLACE DENSITY ] STING 4?47 Irving Blvd., Suite #2O6 Dallm, Texas 7524? Date of Service: Client No.: Client: Services: 06/13/1996 13195000 Catellus Development Corporation Mr. Steve Williamson 4545 Fuller Drive Irving TX 75038 Report No.: 964821 Project No.: 43-1452-96 Project: Fritz Gateway-Warehouse LBJ ~ Cotton & Gateway co~rrn~cro~ Haws & Tingle PROJECT DATA Laboratory T~t Method: ASTM D-698 Field T~t Method: MOISTURE DENSITY RELATIONS: M/D No. 1 2 ASTMD-2922 ASTMD-3017 Maximum P~JectRequimmm~ Description Moistm~% Dmsi~l~f Moisture Dmtalty 26.0 95.5 -2/+4% 95% 24.3 96.3 -2/+4% 95% FIELD DENSITY TESTS Dark Brown Clay Dark/Medium Brown/Tan Clay TEST M/D MOISTURE DRY DIRgSITY DENSITY NO TEST LOCATION No. (%) 21 1st lif~, sm. 0+60 2 26.9 93.4 97.0 22 2nd lifl~ sm. 0+65 2 26.7 93.7 97.3 23 3rd lift; sra. 0+90 2 26.3 94.1 97.7 24 4th li~ sra. 1+00 2 26.5 93.9 97.5 25 5th life, sta. 1+70 1 27.5 93.2 97.6 26 6th lif~, sra. 1+80 1 27.2 93.6 98.0 27 1St lift, sta. 0+25 2 27.2 94.2 97.8 28 2nd liK, sta. 0+28 2 26.9 93.5 97.1 29 3rd lift, sra. 0+30 2 26.8 93.8 97.4 30 4th lifq sra. 0+35 1 27.2 93.5 97.9 31 1st Ilia, sta. 0+60 2 26.5 94.0 97.6 07CC This report is exclusively for tho use of tim client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 'Report No.: 964821 Page 2 TEST NO 32 2nd lii~ sra. 0+63 33 3rd li~ sta. 0+65 34 4th lift, sra. 0+75 35 5th lift, sra. 0+78 36 6th lift, sra. 0+80 37 7th lift, sm. 1+00 38 8th lift, sra. 1+05 39 1st lifg sta. 0+70 40 2nd lift, sta. 0+75 41 3rd lift, sta. 0+90 42 4th lii%, sm. 0+95 Test numbers Test numbers Test numbers Test numbers TEST LOCATION M/D MOISTU~ DRY DENSITY DENSITY No. (%) tucf) (% max) 2 26.8 93.5 97.1 2 26.5 94.1 97.7 2 26.5 94.0 97.6 2 26.3 94.4 98.0 1 27.1 93.7 98.1 1 27.0 93.9 98.3 1 26.8 94.1 98.5 2 26.3 94.4 98.0 2 26.6 94.0 97.6 2 26.5 94.2 97.8 2 26.3 94.5 98.1 Test results on this report meet project specification. 21 through 26, 8" sanitary sewer - line D. 27 through 30, 8" sanitary sewer - line C. 31 through 38, 6" sanitary sewer - line C. 39 through 42, 18" RCP - line A-5. Technician: Jesse Landreth Report Distribution: (!) Catullus Development Coq~ration (1) Oromatt. ky Duproe & Associates (1) Brockett~-Davis-Drake, Inc. (2) Haws & Tingle (2) City of Coppell (1) Abbott Development ~ E~ Inc. Paul D. Smith, P.E. Senior Project Engineer 07CC This report is exclusively for ~be use of~he client indicated above and shall not be reproduced except in full without ~he written approval of HBC Engineering, Inc.