Villages of CC 4-LR 921006Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN -PLACE DENSITY TESTS
CLIENT: Jim Sowell Construction Co., Inc. DATE: 6 October 1992
PROJECT: Village at Cottonwood Creek, Sec. IV, Coppell JOB NO.: 92.1079
MATERIAL DESCRIPTION: 1) On -Site Fill - Brown & Orange Sand
2) On -Site Fill - Light Grey & Tan Silty Sand
ASTM D698 STANDARD PROCTOR: 1) 1 19.0 pcf @ 11.0% Moisture
2) 113.0 pcf @ 12.0% Moisture
TECHNICIAN: CDJ
DISTRIBUTION: (1) Jim Sowell Construction Co., Inc.
(1) The Nelson Corporation
(1) Conatser Construction Co.
(1) City of Coppell, Garreth Campbell
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
%
%
BELOW
Backfill Over Sanitary Sewer
Line G
SUBGRADE
108) approx. Station 12+50
1
3'
14.3
116.0
97.5
95+
-2% to +4%
109) approx. Station 12 +00
1
it
13.0
118.2
99.3
Of Optimum
110) approx. Station 10+00
2
Fin. Sub.
13.2
108.4
95.9
TECHNICIAN: CDJ
DISTRIBUTION: (1) Jim Sowell Construction Co., Inc.
(1) The Nelson Corporation
(1) Conatser Construction Co.
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351 -6419 Fax (214) 351 -5148