Villages of CC 4-LR 921231Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN -PLACE DENSITY TESTS
CLIENT: Jim Sowell Construction Co., Inc. DATE: 31 December 1992
PROJECT: Village at Cottonwood Creek, Sec. IV, Coppell JOB NO.: 92.1079
MATERIAL DESCRIPTION: 1) Lime Stabilized Subgrade - Brown Sandy Clay with Lime
2) Lime Stabilized Subgrade - Reddish Brown Sandy Clay with Lime
ASTM D 698 STANDARD PROCTOR: 1) 1 1 1 .0 pcf @ 13.0% Moisture
2) 106.0 pcf @ 15.0% Moisture
MOISTURE DRY PERCENT REQUIRED
LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
Alley B
243) Station 1 +00
244) Station 4 +00
1 Fin. Sub
2 Fin. Sub
14.9 109.0 98.2
1 8.3 102.6 96.8
95+
-2% to +4%
Of Optimum
TECHNICIAN: CDJ
DISTRIBUTION: (1) Jim Sowell Construction Co., Inc.
(1) The Nelson Corporation-. -
(1) Mario Sinacola & Sons Excavating, Inc.
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229
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(214) 351 -6419 Fax (214) 351 -5148