ST9604-LR 980825Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Rebcon, Inc.
DATE: 25 August 1998
PROJECT: Fairway Drive, Coppell, TX
JOB NO.: 98.1089
MATERIAL DESCRIPTION: 1) On-Site Fill - Brown Sandy Clay with Gravel
ASTM D 698 STANDARD PROCTOR: 1) 110.0 pcf ~ 16.0% Moisture
LOCATION PROCTOR LIFT
Fill Area North of RR Tracks
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
28) centerline 1 3 19.4
29) east side 1 2 19.0
30) west side 1 1 19.3
104.6 95.1 95+
Optimum to +8%
104.6 95.1
106.1 96.5
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