Villages of CC 4-LR 921027Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN -PLACE DENSITY TESTS
CLIENT: Jim Sowell Construction Co., Inc.
PROJECT: Village at Cottonwood Creek, Sec. IV, Coppell
MATERIAL DESCRIPTION: 1) On -Site Fill - Brown & Orange Sand
2) On -Site Fill - Reddish Brown Clayey Sand
3) On -Site Fill - Tan Sand with Grey Shale
ASTM D 698 STANDARD PROCTOR: 1) 1 19.0 pcf @ 11.0% Moisture
2) 118.0 pcf @ 12.0% Moisture
3) 117.0 pcf @ 11.0% Moisture
DATE: 27 October 1992
JOB NO.: 92.1079
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 Water Lines
SUBGRADE
151)
Gibson Ct., Blk. B, Lot 71
1
2'
11.9
118.3
99.4
95 +
152)
Gibson Ct., Blk. B, Lot 71
1
0.5'
10.8
117.1
98.4
-2% to +4%
153)
Gibson Ct., Blk. D, Lot 1
1
2'
9.3
123.7
103.9
Of Optimum
154)
Gibson Ct., Blk. D, Lot 1
1
0.5'
11.0
113.9
95.7
155)
Graham Dr., Blk. D, Lot 2
1
2'
11.1
123.0
103.4
156)
Graham Dr., Blk. D, Lot 2
1
0.5'
9.7
121.8
102.4
157)
Graham Dr., Blk. D, Lot 7
2
2'
12.7
112.9
95.7
158)
Graham Dr., Blk. D, Lot 7
2
0.5'
13.7
112.7
95.5
159)
Gifford Dr., Blk. B, Lot 75
3
2'
9.8
115.7
98.9
160)
Gifford Dr., Blk. B, Lot 75
3
0.5'
10.5
112.8
96.4
161)
Gifford Dr., Blk. B, Lot 78
3
2'
13.9
113.1
96.7
162)
Gifford Dr., Blk. B, Lot 78
3
0.5'
15.0
112.4
96.1
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