Villages of CC 4-LR 921105Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN -PLACE DENSITY TESTS
CLIENT:
Jim Sowell Construction Co., Inc.
DATE:
5 November 1992
PROJECT:
Village at Cottonwood Creek, Sec. IV, Coppell
JOB NO.:
92.1079
MATERIAL DESCRIPTION: 1) On -Site Fill - Reddish Brown Clayey Sand
ASTM D 698 STANDARD PROCTOR: 1) 1 18.0 pcf @ 12.0% Moisture
TECHNICIAN: CDJ
DISTRIBUTION: (1) Jim Sowell Construction Co., Inc.
(1) The Nelson Corporation
(1) Conatser Construction Co.
(1) Mario Sinacola & Sons Excavating, Inc.
(1) City of Coppell, Garreth Campbell
r
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351 -6419 Fax (214) 351 -5148
MOISTURE
DRY
PERCENT
REQUIRED
LOCATION
PROCTOR
LIFT
CONTENT
DENSITY
COMPACTION
COMPACTION
%
PCF
%
%
Alley L
173) approx. Station 5+50
1
Fin. Sub.
14.9
112.6
95.4
95+
-2% to +4%
174) approx. Station 3+50
1
Fin. Sub.
14.9
113.1
95.8
Of Optimum
175) approx. Station 1 +50
1
Fin. Sub.
15.5
112.2
95.1
TECHNICIAN: CDJ
DISTRIBUTION: (1) Jim Sowell Construction Co., Inc.
(1) The Nelson Corporation
(1) Conatser Construction Co.
(1) Mario Sinacola & Sons Excavating, Inc.
(1) City of Coppell, Garreth Campbell
r
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351 -6419 Fax (214) 351 -5148