Villages of CC 4-LR 921204Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN -PLACE DENSITY TESTS
CLIENT: Jim Sowell Construction Co., Inc. DATE: 4 December 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 - Reddish Brown Clayey Sand
ASTM D 698 STANDARD PROCTOR: 1) 1 19.0 pcf @ 11.0% Moisture
2) 118.0 pcf @ 12.0% Moisture
LOCATION
MOISTURE DRY PERCENT REQUIRED
PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
BELOW
SUBGRADE
1 2' 12.0
2 0.5' 11.6
2
1
1
2
1
1
2'
Backfill Over Water Lines
209)
Sheffield Ct., Block C, Lot 29
210)
Sheffield Ct., Block C, Lot 29
0.5'
Backfill Over Storm Sewer Line B
21 1)
approx. Station 1 + 50
212)
approx. Station 1 + 50
Backfill Over Storm Sewer Line 1
213)
approx. Station 1 +00
214)
approx. Station 1 + 00
Backfill Over Water Lines
215)
Buttonwood Ct., Block A, Lot 12
216)
Buttonwood Ct., Block A, Lot 12
MOISTURE DRY PERCENT REQUIRED
PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
BELOW
SUBGRADE
1 2' 12.0
2 0.5' 11.6
2
1
1
2
1
1
2'
15.2
0.5'
11.6
2'
9.0
0.5'
12.4
2'
0.5'
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
10.1
11.6
118.7 99.7
112.9 95.7
112.7 95.5
119.8 100.7
115.3 96.9
112.9 95.7
116.5 97.9
118.0 99.2
-1 / �
95+
-2% to +4%
Of Optimum
(214) 351 -6419 Fax (214) 351 -5148