Villages of CC 4-LR 921202Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN -PLACE DENSITY TESTS
CLIENT: Jim Sowell Construction Co., Inc. DATE: 2 December 1992
PROJECT: Village at Cottonwood Creek, Sec. IV, Coppell JOB NO.: 92.1079
MATERIAL DESCRIPTION: 1) On -Site Fill - Reddish Brown Clayey Sand
2) On -Site Fill - Brown & Orange Sand
ASTM D 698 STANDARD PROCTOR: 1) 1 1 8.0 pcf @ 12.0% Moisture
2) 119.0 pcf @ 11.0% Moisture
MOISTURE DRY PERCENT REQUIRED
LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
Backfill Over Storm Sewer Line A -1
202)
approx. Station 0 + 50 RETAKE
203)
approx. Station 0 + 50
SUBGRADE
Backfill Over Water Lines
204)
Matheson Ct., Block C, Lot 18
205)
Matheson Ct., Block C, Lot 18
206)
Matheson Ct., Block C, Lot 15
207)
Matheson Ct., Block C, Lot 15
112.3
Backfill Over Water Service Lines
208) Matheson Ct., Block C, Lot 17
BELOW
SUBGRADE
1 3'
15.9
112.8
95.6
1 1 '
16.0
112.3
95.2
1 2'
12.3
113.0
95.8
2 0.5'
10.4
119.0
100.0
1 2'
12.4
112.4
95.3
1 0.5'
12.9
113.4
96.1
1 Fin. Sub.
12.4
116.4
98.6
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
95+
-2% to +4%
Of Optimum
Fax (214) 351 -5148