Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Gateway BP(1.2)-LR 960618 (2)
IN-PLACE DENSITY Ti STING Date of Service: Client No.: Client: Services: 06/18/1996 13195000 Catellus Development Corporation Mr. Steve Williamson 4545 Fuller Drive Irving TX 75038 In-place density testing. cot~ranc-roR: Haws & Tingle MOISTURE DENSITY RELATIONS: M/D No. Description 1 Dark/Medium Brown/Tan Clay Report No.: 964967 Project No.: 43-1452. Project: Fritz Gal LBJ ~ 07~ PROJECT DATA Field Test Method: Maxim MoUture % ~ ~ 24.3 96.3 FIELD DENSITY TESTS TEST M/D MOISTURE NO TEST LOCATION No. (%) 61 4th li~ sm. 0+88, 1 26.3 62 5fla lift, sm. 0+90 1 26.1 63 6th lift, sm. 0+95 1 26.0 64 1st lifq sta. 0+75 1 27.1 65 2nd lift, sra. 0+78 1 26.8 66 3rd lift, sm. 0+80 1 26.6 67 1st lift, sta. 2+30 1 26.8 68 2nd lift, sra. 2+33 1 26.5 69 3rd liPt, sra. 2+35 1 26.5 70 1st lift, sm. 3+80 1 26.6 71 2nd lite, sra. 3+83 1 26.3 72 3rd lift, sra. 3+85 1 25.9 This report is exclusively for the use of the client Lndicated above and shall not be reproduced except in full without tho' 4747 lr~l~ Blv&, Dallas, Texa~ 75247 D-698 D-2922 D-3017 Project Requirements Moisture Demity -2/+4% 95% DRY DENSITY DENSITY (~0 (% max) 94.1 97.7 94.4 98.0 94.5 98.1 93.2 96.8 93.6 97.2 93.9 97.5 93.7 97.3 94.0 97.6 94.0 97.6 94.0 97.6 94.2 97.8 94.5 98.1 ~-itten approval of HBC Engineering Inc. ,96 eway-Warehouse '.otton& Gateway Report No.: TEST NO 964967 73 1st lii%, sta. 2+50 74 2nd lii%, sm. 2+53 75 3rd lift, sta. 2+55 76 4th lift, sra. 2+60 77 1st liP% sra. 0+75 78 2nd lift, sta. 0+77 79 3rd iii%, sta. 0+80 80 4th lift; sm. 0+85 81 1st lif~ sra. 0+80 82 2nd lift; sra. 0+82 83 3rd life, sra. 0+85 Test numbers 61 Test numbers 64 Test numbers 73 Test numbers 77 Test numbers 81 Page 2 TEST LOCATION M/D MOISTURE N~ ('/o) 1 26.3 1 26.1 1 25.6 1 25.3 1 26.7 1 26.5 1 25.9 1 25.5 1 26.5 1 26.3 1 26.2 through through through through through Test results on this report meet project specification. 63, 6" sanitary sewer, line B. 72, 8" water main, line D-W. 76, 18" RCP storm drain - line A-5. 80, 24" RCP storm drain, line C-1. 83, 6" sanitary sewer, line B. DRY DENSITY 94.0 94.2 94.7 95.0 93.5 93.8 94.0 94.5 93.7 94.0 94.1 DENSITY (% max) 97.6 97.8 98.3 98.7 97.1 97.4 97.6 98.1 97.3 97.6 97.7 Technician: Jesse Landreth Report Distribution: (1) Catelltm Development Corporation (1) G-romatzky Dupree & Aasociat~ (1) Brockette-Davis-Drak~, Inc. (2) Haws & Tingle 07CC (2) City of Copp~ll (1) Abbott Development This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the E ' g~ S~ nior Project Engineer IllC, written approval of HBC Engineering, Inc.