The URL can be used to link to this page

Gateway BP(1.2)-LR 960618'IN-PLACE DENSITY I'- STING Date of Service: Client No.: Client: Services: 06/18/1996 13195000 Catellus Developmeat Corporation Mr. Steve Williamson 4545 Fuller Drive Irving TX 75038 In-place density testing. 4747 ltwing Blv&, ~ #206 DaKaa, Texa~ 7~47 Report No.: 964967 Project No.: 43-1452-96 Project: Fritz Gateway-W~ome LBJ (~ Cotton & Gateway colvr~.ncroa: Haws & Tingle PROJECT DATA I~bor~tory X~t M~.~aoa: ASTM D-698 MOI~URE DF_~SITY RELATIONS: M/D No. De~ription 1 Dark/Medium Brown/Tan Clay Field T~t Me4hod: ASTMD-2922 ASTMD-3017 Mof~aw~ % Demlty gel : Mol~ure Density 24.3 96.3 -2/+4% 95% FIELD DENSITY TESTS NO M/D MOISTURE DRY DENsrrY DENSITY TEST LOCATION No. (%) ~ (% max) 61 4th lift, sm. 0+88, 1 26.3 94.1 97.7 62 5th lift, sm. 0+90 1 26.1 94.4 98.0 63 6th lifL sra. 0+95 1 26.0 94.5 98.1 64 1st lite, sm. 0+75 1 27.1 93.2 96.8 65 2nd lift, sm. 0+78 1 26.8 93.6 97.2 66 3rd lift, sm. 0+80 1 26.6 93.9 97.5 67 1st lif~ sra. 2+30 1 26.8 93.7 97.3 68 2nd lift, sra. 2+33 1 26.5 94.0 97.6 69 3rd ~ sta. 2+35 1 26.5 94.0 97.6 70 1st lite, sta. 3+80 1 26.6 94.0 97.6 71 2nd lite, sra. 3+83 1 26.3 94.2 97.8 72 3rd lift, sra. 3+85 1 25.9 94.5 98.1 07CC This repot~ is exclusively for the use of tho client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering Inc. Report No.: 964967 Page 2 TEST NO 73 1st lift, sm. 2+50 74 2nd lift, sta. 2+53 75 3rd lift, sra. 2+55 76 4th lift, sm. 2+60 77 1st lifg sra. 0+75 78 2nd lift, sta. 0+77 79 3rd lift, sta. 0+80 80 4th life, sm. 0+85 81 1st lift, sm. 0+80 82 2nd lift, sm. 0+82 83 3rd lift, sm. 0+85 TEST LOCATION M/D MOISTURE DRY DENSITY DENSITY No. ('/o) C~t) (% m~) Test numbers Test numbers Test numbers Test numbers Test numbers 1 26.3 94.0 97.6 1 26.1 94.2 97.8 1 25.6 94.7 98.3 1 25.3 95.0 98.7 1 26.7 93.5 97.1 1 26.5 93.8 97.4 1 25.9 94.0 97.6 1 25.5 94.5 98.1 1 26.5 93.7 97.3 1 26.3 94.0 97.6 1 26.2 94.1 97.7 Test results on this report meet project specification. 61 through 63, 64 through 72, 73 through 76, 77 through 80, 81 through 83, 6" sanitary sewer, line B. 8" water main, line D-W. 18" RCP storm drain - line A-5. 24" RCP storm drain, line C-1. 6" sanitary sewer, line B. Technician: Jesse Landreth Report Distribution: (1) Catellus Development Corporation (1) ~y Dupree & Associates (1) Btockette-Davis-Drake, Inc. (2) Hawa & T'mg[e (2) City of Coppell (1) Abbott Development I-'l~ E ' g, Paul Senior Project Engineer Inc. 07CC 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.