ST0001-LR960326REPORT OF IN -PLACE DENSITY TESTS
Client: Site Concrete, Inc.
Project: Town Center
Coppell, Texas
Laboratory Test Method: ASTM D -698
WD No Material Description
1 Reddish To Medium Brown Sandy With Gravel /Clay
Field Test Method: ASTM D -2922 / D -3017
Test No. Test Location
EfVGINEERING, INC.
4747 Irving Boulevard, Suite 206
Dallas. Texas 75247
Date:
Project No.
Report No.
Client No.
Page:
3/26/96
43- 1222 -96
962135
1 of 1
Optimum
Moisture Density
% (PCF)
17.5% 107.0
FIELD DENSITY TEST
M/D
No.
4 8" sanitary sewer, sta. 2 +50, 2 ft. below
ground level
5 8" sanitary sewer, sta. 2 +50, 1 ft. below
ground level
6 8" sanitary sewer, sta. 2 +50, ground level
Complies except where noted ( *).
Technician: T. Morgan
Time: 8:00 am to 9:00 am
1
1
1
Requirement
Moisture Density
- 2 to +3 95%
Moisture
Dry Density
Density
%
(PCF)
%
17.2
103.1
96.4
18.1
102.9
96.2
17.4
104.0
97.2
Report Distribution: HBC ENGINEERING, INC.
(1) Site Concrete, Inc.
(1) City of Coppell �\
Paul D. Smith, P.E.
404CC 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.