Braewood North-LR080221
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT:
C. R. Buell Co.
DATE:
21 February 2008
PROJECT: The Gable
123 E. Sandy lake Rd., Coppell, TX
JOB NO.: 08.1001
MA TERrAL DESCRIPTION: 1) On-Site Fill - Brown Tan Clay
ASTM D 698 STANDARD PROCTOR: 1) 100.0 pcf @ 20.5% Moisture
MOISTURE DRY PERCENT REQUIRED
lOCA TION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
BELOW
Buildina Pad SUBGRADE
25) approx. 20' S of N bldg. line 1 ' 23.6 92.6 92.6 92-98
approx. 35' W of E bldg. line Min. +3%
Over Optimum
26) approx. 15' N of S bldg. line 1 ' 24.9 93.3 93.3
approx. 25' E of W bldg. line
27) approx. 10' S of N bldg. line 1 ' 25.2 95.5 95.5
approx. 20' E of W bldg. line
TECHNICIAN: CDJ
DISTRIBUTION: (2) C. R. Buell Co.
(1) Plan Solutions Architects
~ !?--
2870 Walnut Hill Lane
Dallas, Texas 75229
(214) 351-6419
Fax (214) 351-5148