ST9604-LR 980827Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Rebc0n, Inc,
DATE: 27 August 1998
PROJECT: Fairway Drive, Coppell, TX
JOB NO.: 98.1089
MATERIAL DESCRIPTION: 1) On-Site Fill - Brown Sandy Clay with Gravel
2) On-Site Fill - Brown & Grey Clay
ASTM D 698 STANDARD PROCTOR: 1) 110.0 pcf @ 16.0% Moisture
2) 98,0 pcf ~ 21.0% Moisture
LOCATION PROCTOR LIFT
Fill Area North of RR Tracks
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
34) north side 1 8 16.1
35) south side 1 7 17.7
36) east side 2 7 21.9
105.2 95.6 95+
Optimum to +5%
110.0 100.0
101.5 103.6
TECHNICIAN:
DISTRIBUTION:
CDJ
(1) Rebcon, Inc.
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148