Villages of CC 4-LR 921015Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN -PLACE DENSITY TESTS
CLIENT: Jim Sowell Construction Co., Inc. DATE: 15 October 1992
PROJECT: Village at Cottonwood Creek, Sec. IV, Coppell JOB NO.: 92.1079
MATERIAL DESCRIPTION: 1) On -Site Fill - Tan Sand with Grey Shale
2) On -Site Fill - Reddish Brown Clayey Sand
ASTM D 698 STANDARD PROCTOR: 1) 1 17.0 pcf @ 12.0% Moisture
2) 118.0 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
AN
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
FIN. SUBGRADE
123)
approx. Station 1 +00
1
4'
10.2
111.3
95.1
95+
124)
service @ Blk. B, Lot 77 RETAKE
1
3'
10.8
113.2
96.8
125)
approx. Station 4+25
2
4'
11.1
112.3
95.2
126)
service @ Blk. D, Lot 5
2
2'
11.6
113.0
95.8
Backfill Over Sanitary Sewer Line J
127)
service @ Blk. D, Lot 23 RETAKE
2
3'
12.2
114.0
96.6
Backfill Over Water Lines
128)
Drexel Dr., Blk. A, Lot 11
2
2'
10.2
112.1
95.0
129)
Brickell Dr., Blk. A, Lot 6
2
2'
10.3
112.9
95.7
TECHNICIAN: CDJ
DISTRIBUTION: (1) Jim Sowell Construction Co., Inc.
(1) The Nelson Corporation
(1) Conatser Construction Co.
(1) City of Coppell, Garreth Campbell
AN
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351 -6419 Fax (214) 351 -5148