ST9502-LR 960417REPORT OF
IN-PLACE DENSITY TESTS
ENGINEERING, 1NC.
4747 ~ Boal~wa~[, S~ite 20~
D~ T~ 75Z47
Client: Site Concrete, ~c.
Project: Town Center
Coppell, Texas
Laboratory Test Method: ASTM D-698
M/D No. Material Description
1
2
Reddish to Medium Brown Sandy Clay with Gravel
Medium Brown Sandy Clay
Optimum
Moisture
%
17.5%
25.1%
Date:
Project No.
Report No.
Client No.
Page:
Density
(PCF)
107.0
94.3
4-17-96
43-1222-96
962777
lo fl
Requirement
Moisture
Density
95%
95%
Field Test Method: ASTM D-2922 / D-3017
Test No. Test Location
FIELD DENSITY TEST
MID Moisture
No.
7
8
9
10
11
Stonn sewer, st~ 0+50, 2 ft. below ground level
Storm sewer, sta. 3+00, 2 ft. below ground level
Storm sewer, sm. 0+50, ground level
Storm sewer, sta_ 9+00, 2 ft. below ground level
Storm sewer, st~ 6+00, 2 ft. below ground level
Dry Density
(PCF)
Density
%
1 20.0 102.9 96.2
1 19.4 103.3 96.5
1 18.0 106.0 99.1
2 29.3 88.0 93.3*
2 26.0 92.1 97.7
Complies except where noted (*).
Technician: T. Morgan
Time: 5:00pm - 6:30pm
Report Distribution:
(1) Site Concrete, Inc.
(1) City of Coppell
HBC ENGINEERING, INC.
Paul D. Smith, P.E.
404as 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.