Braewood North-LR080426
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT:
C. R. Buell Co.
DATE:
26 April 2008
PROJECT: The Gable
123 E. Sandy Lake Rd., Coppell, TX
JOB NO.: 08.1001
MATERIAL DESCRIPTION: 1) On-Site Fill - Brown & Grey Sandy Clay
ASTM D 698 STANDARD PROCTOR: 1) 108.0 pcf @ 16.5% Moisture
MOISTURE DRY PERCENT REQUIRED
LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
Parkino Area Subqrade
32) approx. 30' S of N curbline Fin. Sub. 17.3 105.5 97.7 95-100
approx. 15' W of E curbline Over Optimum
33) approx. 15' N of S curbline Fin. Sub. 18.1 105.6 97.8
approx. 50' W of E curbline
34) approx. 15' N of S curbline Fin. Sub. 17.1 103.8 96.1
approx. 25' E of W curbline
TECHNICIAN: CDJ
DISTRIBUTION: (2) C. R. Buell Co.
(1) Plan Solutions Architects
(2) City of Coppell
~A.- -
2870 Walnut Hill Lane
Dallas, Texas 75229
(214) 351-6419
Fax (214) 351-5148
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