PA9901-LR000605 IN -PLACE DENSITY 7 STING fir
ENGINEERING, INC.
a division of 1I !rracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/17/2000 Report No.: 0013105 Report Date
06/05/2000
Client No.: 36503000 Project No.: 94001043
Client: Hisaw & Associates Project: Wagon Wheel Park
Attn: Bill Morgan 154 S. State Road
3116 Kellway Dr., Suite 116
Carrollton TX 75006 Coppell, Texas
Services: In -place density testing.
PROJECT DATA
CONTRACTOR: Laboratory Test Method: Field Test Method:
Hisaw ASTM D -698 ASTM D2922
ASTM D3017
MOISTURE DENSITY RELATIONS:
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Dk brown clay (lime treated) 21.5 98.0 -1/ +3% 95%
FIELD DENSITY TESTS
TEST PROBE LIFT / M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION DEPTH ELEV No. ( %) (pcf) (% max)
S Parking Lot1S of Ball Fields
78 25' N and 30' E of SW corner of parking lot at Grade 1 24.2 93.6 96
79 5' S and 75' E of NW corner of parking lot at Grade 1 24.0 94.2 96
80 40' S and 150' E of NW corner of parking at Grade 1 23.5 95.3 97
lot
81 20' N and 100' W of SE corner of parking at Grade 1 23.7 94.5 96
lot
82 20' S and 30' W of NE corner of parking lot at Grade 1 20.9 97.2 99
Test results on this report meet project specification.
pli ' 1 . Ineering, Inc.
Technician: Phil Green Started: 10:30a Finished: 12:OOp
Report Distribution:
(1) Hisaw & Associates
(1) City of Coppell - Engineering Dept. Eric J. Cleveland, 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.
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