ST0001-LR960327REPORT OF ANALYSIS FOR PLASTICITY INDEX
ENGINEERING, INC.
4747 Irving Boulevard, Suite 206
Dallas, Texas 75247
CLIENT: Emerson Partners, Inc. Date: 03/27/96
4516 Lovers Lane, Suite 197 Project No. 43- 1220 -96
Dallas, Texas 75225 Report No. 961921
Attn: Jim McElroy Client No.
PROJECT: Creekview Drive, Coppell
Laboratory Test Method: ASTM D-4318
AMPLE: Obtained by an HBC representative on 3/19/96. Sampled from Creekview Drive
for a Lime/PI series.
LL
PL
# / SY
Lime
Test No.
SOIL DESCRIPTION
6" Depth
43.0
1
Gray Clay, Lime Added
0.0 # /sy
0%
2
Gray Clay, Lime Added
17.9
4%
3
Gray Clay, Lime Added
26.9
6%
4
Gray Clay, Lime Added
35.9
8%
LL
PL
51.0
24.0
52.0
41.0
53.0
43.0
49.0 41.0
m
28.0
11.0
10.0
9.0
Technician:
Time:
teport Distribution:
HBC ENGINEERING, I C.
1) Emerson Partners, Inc. (1) Rust Lichliter /Jameson
1) City of Coppell (1) Austin Bridge & Road, Wc.
ugen ar our
Vice - President
302CC 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.