Villages of CC 4-LR 930106Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF SOIL GRADATIONS
CLIENT: Jim Sowell Construction Co., Inc. DATE: 6 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 1/6/93.
TECHNICIAN: CDJ
DISTRIBUTION: (1) Jim Sowell Construction Co., Inc.
(1) The Nelson Corporation /vAtA.-O
(1) Mario Sinacola & Sons Excavating, Inc.
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351 -6419 Fax (214) 351 -5148
PERCENT PASSING
SPECIFICATION
LOCATION
NO. 4 SIEVE
REQUIREMENTS
25)
Alley J
Station 1+00
64.8
60 +
26)
Station 4 +00
68.5
Alley H
27)
Station 4+50
64.0
Alley L
28)
Station 6+50
60.3
29)
Station 3+50
60.2
30)
Station 0+50
62.4
Sheffield Ct.
31)
Station 1 + 00
65.3
32)
Station 4 +00
66.4
Alley K
33)
Station 3 + 25
68.2
34)
Station 0 + 45
65.4
TECHNICIAN: CDJ
DISTRIBUTION: (1) Jim Sowell Construction Co., Inc.
(1) The Nelson Corporation /vAtA.-O
(1) Mario Sinacola & Sons Excavating, Inc.
(1) City of Coppell, Garreth Campbell
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: 6 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) On -Site Fill - Reddish Brown Clayey Sand
3) On -Site Fill - Brown & Orange Sand
4) Lime Stabilized Subgrade - Brown & Tan Sandy Clay with Lime
ASTM D 698 STANDARD PROCTOR: 1) 1 12.0 pcf @ 13.0% Moisture
2) 118.0 pcf @ 12.0% Moisture
3) 119.0 pcf @ 11.0% Moisture
4) 106.0 pcf @ 16.0% Moisture
MOISTURE DRY PERCENT REQUIRED
LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
255)
Graham Drive
Station 1+00
1
Fin. Sub.
16.8
111.3
99.4
95+
256)
Station 4 +00
1
Fin. Sub.
14.0
109.5
97.6
-2% to +4%
257)
Station 7 +00
1
Fin. Sub.
16.3
111.3
99.4
Of Optimum
258)
Station 10 +00
1
Fin. Sub.
13.6
113.9
101.7
259)
Alley H
Station 1+00
2
Fin. Sub.
13.6
114.0
96.6
260)
Alle
Station 5+00
2
Fin. Sub.
14.9
112.1
95.0
261)
Station 2+00
3
Fin. Sub.
11.0
123.2
103.5
262)
Alley F
Station 1 +00
3
Fin. Sub.
11.5
114.4
96.1
263)
Station 4 +00
3
Fin. Sub.
11.5
120.4
101.2
264)
Alley E
Station 1+00
3
Fin. Sub.
11.4
122.8
103.2
265)
Station 4 +00
3
Fin. Sub.
10.6
114.4
96.1
266)
Station 6+50
3
Fin. Sub.
10.9
120.8
101.5
Alley M
267)
Station 2 +00
4
Fin. Sub.
17.1
105.8
99.8
287o walnut Hill Lane
Dallas, Texas 75229
(214) 351 -6419
Fax (214) 351 -5148
Jim Sowell Construction Co., Inc.
Village of Cottonwood Creek Sec. IV
In -Place Density Tests
Page Two
6 January 1993
LOCATION
MOISTURE
Alley H
268)
Station 4 + 00
PROCTOR
Alley J
269)
Station 4 + 00
270)
Station 1+00
Alley K
271)
Station 3+25
272)
Station 0+25
1
Alley L
273)
Station 6+50
274)
Station 3+50
275)
Station 0+50
Sheffield Court
276)
Station 1 + 00
277)
Middle of cul -de -sac
Page Two
6 January 1993
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
r.
MOISTURE
DRY
PERCENT
REQUIRED
PROCTOR
LIFT
CONTENT
DENSITY
COMPACTION
COMPACTION
%
PCF
%
%
1
Fin. Sub.
14.1
112.8
100.7
95+
-2% to +4%
Of Optimum
1
Fin. Sub.
15.3
112.3
100.3
4
Fin. Sub.
20.1
105.7
99.7
1
Fin. Sub.
15.4
111.0
99.1
1
Fin. Sub.
15.6
110.6
98.8
1
Fin. Sub.
16.0
109.6
97.9
4
Fin. Sub.
17.4
105.8
99.8
1
Fin. Sub.
16.6
108.6
97.0
1
Fin. Sub.
16.7
110.2
98.4
1
Fin. Sub.
16.1
110.6
98.8
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
r.