St Andrews Manor-LR011029 (2) Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TEST~;
CLIENT: The Holmes Builders, Inc. DATE: 29 October 2001
PROJECT: St. Andrews Manor-Storm Drainage, Sanitary JOB NO.: 01.1076
Sewer & Water Improvements,
748 DeForest, Coppelll, TX
MATERIAL DESCRIPTION: 1) On-Site Fill- Reddish Brown Clayey Sand
ASTM D 698 STANDARD PROCTOR: 1) 111.0 pcf ~ 13.0% Moisture
MOISTURE DRY PERCENT REQUIRED
LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
Entry Driveway
7) 60' east of building pad 1 Fin. Sub. 14.3 111.9 100.8 95+
8) 130' east of building pad 1 Fin. Sub. 14.4 113.1 101.9
9) 200' east of building pad 1 Fin. Sub. 13.5 114.7 103.3
TECHNICIAN: MFM
DISTRIBUTION: (1) The Holmes Builders, Inc.
(1) City of Coppell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148