Gateway BP(1.2)-LR 960806IN-PLACE DENSITY ( ' STING
Date of Service:
Client No.:
Client:
Services:
08/06/1996
13195000
Catellus Development Corporation
Mr. Steve Williamson
4545 Fuller Drive, Suite 100
Irving TX 75038
In-place density testing.
4747 lrvtn~ Blvd., Suite g206
Da~s, Texas 7~247
Report No.: 9607341
Project No.: 43-1452-96
Project: Fritz Gateway-Warehouse
LBJ ~ Cotton & Crateway
CONTRACTOR:
PROJECT DATA
Lnborntory Test Method:
ASTMD-698
Field Test Method:
MOISTURE DENSITY RELATIONS:
M/D No. Description
1 Dk/Med Bm w/Red Clayey Sand
2 Tannish Bm Sandy Clay w! CB
Ma.~lmm
Moisture % Density pcf
ASTMD-2922
ASTMD-3017
Moisture Density
21.0 104.0 -2 to +4% 95.0%
13.0 119.5 · 2% 95.0%
FIELD DENSITY TESTS
TEST
NO
504
505
506
507
508
509
TEST LOCATION
6 inch sanitary sewer, 1st lift, grid B/16.9
6 inch sanitaw sewer, 1st lift, grid F/16.9
6 inch sanitary sewer, 2nd lift, grid B.5/16.9
6 tach samtary sewer, 2nd lift, grid F.5/16.9
6 inch sanitary sewer, 3rd lift, grid B.2/16.9
6 inch sanitary sewer, 3rd lift, grid F/16.9
M/D MOISTURE DRY DRNSTI'Y DENSITY
No. (%) Coco (% max)
1 2216 100.7 96.8
1 21.1 101.8 97.9
1 23.0 100.0 96.2
1 22.7 100.5 96.6
1 22.5 100.9 97.0
1 21.9 101.4 97.5
Test results on this report meet project specification.
Technician: Jesse Landreth
Report Distribution:
(1) Calellus Development Corporation
(1) GromaV_ky Dupree & Associates
(I) Brockette-Davis-Drake, Inc.
(2) Haws & Tingle
07AS
(2) City of Coppell
( i ) Abbott Development
~ En~Inc.
Paul D. Smith, P.E.
Senior Project Engineer
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.