ST0001-LR960418IN -PLACE DENSITY 7 STING fW
ENGINEERING, INC.
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
Date of Service: 04/18/1996
Client No.: 23615000
Client: Emerson Partners, Inc.
Mr. Jim McElroy
4516 Lovers Lane, Suite 197
Dallas TX 75225
Services: In -place density testing.
Report No.: 962828
Project No.: 43- 1220 -96
Project: Creekview Drive
Coppell, Texas
PROJECT DATA
CONTRACTOR: Austin Bridge & Road
Laboratory Test Method: ASTM D -698
Field Test Method:
MOISTURE DENSITY RELATIONS:
M/D No.
Description
1 Dark Brown Clay Limetreated
At or above 95%
Moisture %
ASTM D -2922
ASTM D -3017
Maximum
Density pcf
88.0
Project Requirements
Moisture Density
30.5
FIELD DENSITY TESTS
TEST
M/D
MOISTURE
DRY DENSITY
DENSITY
NO
TEST LOCATION
No.
( %)
(pcf)
(% max)
37
Sta. 11 +50, east bound lane, subgrade
1
33.0
84.1
95.6
38
Sta. 14 +50, center, subgrade
1
32.0
85.3
96.9
39
Sta. 17 +50, west bound lane, subgrade
1
32.7
84.4
95.9
Technician: Tracy Morgan
Report Distribution:
(1) Emerson Partners, Inc.
(1) City of Coppell
(1) Rust Lichliter /Jameson
(1) Austin Bridge & Road, Inc.
FBC �
n �ineerl ,Inc.
Paul D. Smith, P.E.
Senior Project Engineer
07CC 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 FIBC Engineering,