Villages of CC 4-LR 921117Hooper 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 - Reddish Brown Clayey Sand
2) On -Site Fill - Reddish Brown Sandy Clay
DATE: 17 November 1992
JOB NO.: 92.1079
ASTM D 698 STANDARD PROCTOR: 1) 1 18.0 pcf @ 12.0% Moisture
2) 112.0 pcf @ 14.0% Moisture
MOISTURE DRY PERCENT REQUIRED
LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION
PCF % %
BELOW
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
Backfill Over Water Main Lines
SUBGRADE
187)
Graham Dr., Block D, Lot 24
1
2'
14.6
112.8
95.6 95+
188)
Graham Dr., Block D, Lot 24
1
Fin. Sub.
15.5
113.8
96.4 -2% to +4%
189)
Graham Dr., Block D, Lot 18
2
2'
16.5
108.4
96.8 Of Optimum
190)
Graham Dr., Block D, Lot 18
1
Fin. Sub.
16.0
113.8
96.4
191)
Graham Dr., Block D, Lot 12
1
1.5'
15.9
116.5
98.7
192)
Graham Dr., Block D, Lot 12
1
Fin. Sub.
15.1
113.3
96.0
193)
Sheffield Ct., Block C, Lot 24
1
2'
14.9
116.5
98.7
194)
Sheffield Ct., Block C, Lot 24
1
Fin. Sub.
14.4
115.2
97.6
195)
Sheffield Ct., Block C, Lot 27
2
2'
15.8
106.7
95.3
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