Villages of CC 4-LR 930105Hooper Engineering Laboratories, Inc.
Construction Materials Testing
JAN
REPORT OF SOIL GRADATIONS
CLIENT: Jim Sowell Construction Co., Inc. DATE: 5 January 1993
PROJECT: Village at Cottonwood Creek Section IV, JOB NO.: 92.1079
Coppell, TX
SAMPLES: Taken by a representative of Hooper Engineering Laboratories, Inc.
on 1/5/93-
LOCATION
PERCENT PASSING
NO. 4 SIEVE
SPECIFICATION
REQUIREMENTS
72.0
68.5
69.5
67.7
63.4
60.1
64.2
64.3
61.2
63.6
66.7
70.7
65.8
TECHNICIAN: CDJ
DISTRIBUTION: (1) Jim Sowell Construction Co., Inc.
(1) The Nelson Corporation
(1) Mario Sinacola & Sons Excavating, Inc.
(1) City of Coppell, Garreth Campbell
[-Tom
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351 -6419 Fax (214) 351 -5148
Alley A
12)
Station 10 +00
13)
Station 7+00
14)
Station 4+00
15)
Station 1+00
Alley C
16)
Station 6+34
17)
Station 3+50
18)
Station 1+00
Alley D
19)
Station 6+00
20)
Station 3+00
Graham Drive
21)
Station 1+00
22)
Station 4 + 00
23)
Station 7+00
24)
Station 10+00
72.0
68.5
69.5
67.7
63.4
60.1
64.2
64.3
61.2
63.6
66.7
70.7
65.8
TECHNICIAN: CDJ
DISTRIBUTION: (1) Jim Sowell Construction Co., Inc.
(1) The Nelson Corporation
(1) Mario Sinacola & Sons Excavating, Inc.
(1) City of Coppell, Garreth Campbell
[-Tom
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351 -6419 Fax (214) 351 -5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN -PLACE DENSITY TESTS
CLIENT: Jim Sowell Construction Co., Inc. DATE: 5 January 1993
PROJECT: Village at Cottonwood Creek, Sec. IV, Coppell
JOB NO.: 92.1079
MATERIAL DESCRIPTION: 1) Lime Stabilized Subgrade - Brown Clayey Sand with Lime
2) Lime Stabilized Subgrade - Brown & Tan Sandy Clay with Lime
ASTM D 698 STANDARD PROCTOR: 1) 112.0 pcf @ 13.0% Moisture
2) 106.0 pcf @ 16.0% Moisture
TECHNICIAN: CDJ
DISTRIBUTION: (1) Jim Sowell Constriuction Co., Inc.
(1) The Nelson Corporation
(1) Mario Sinacola & Sons Excavating, Ind.
(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
%
%
245)
Alley A
Station 1+00
1
Fin. Sub.
16.2
111.0
99.1
95+
246)
Station 4 +00
2
Fin. Sub.
18.8
105.3
99.3
247)
Station 7 +00
2
Fin. Sub.
18.2
107.8
101.8
248)
Station 10 +00
1
Fin. Sub.
16.7
112.2:
100.2
Alley C
249)
Station 6+50
1
Fin. Sub.
15.9
109.7
97.9
250)
Station 3 + 50
1
Fin. Sub.
15.4
109.1
97.4
251)
Station 0 + 50
1
Fin. Sub.
16.8
110.0
98.2
Alley D
252)
Station 6 +28
2
Fin. Sub.
19.8
104.9
98.9
253)
Station 3+50
2
Fin. Sub.
19.6
106.7
100.6
., A,
f% . c-7
7
Fin Suh_
17.9.
106.2
100.2
TECHNICIAN: CDJ
DISTRIBUTION: (1) Jim Sowell Constriuction Co., Inc.
(1) The Nelson Corporation
(1) Mario Sinacola & Sons Excavating, Ind.
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351 -6419 Fax (214) 351 -5148