Villages of CC 4-LR 930111Hooper Engineering Laboratories, Inc.
2870 Walnut Hill Lane Dallas , Texas 73229 (214) 351.6419
Client : Jim Sowell Construction Co. , Inc. Date: 11 January 1993
Village at Cottonwood Creek Sec. IV, Job No : 92.1079
Project r...,...,1l TV
Soil Description : Cement Modified Soil
Brown & Tan Sand with Grey Shale & Cement
Maximum Density : 120.0 pcf Liquid Limit :
optimum Moisture : 11.0% Plasticity Index : Non - Plastic
Distribution : (1) Jim Sowell Construction Co. , Inc.
(1) The Nelson Corporation
(1) Mario Sinacola & Sons Excavating, Inc.
(1) City of Coppell , Garreth Campbell
4W
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M OISTUR E-
R D698
Sol
120
110
100
KI
5 15` 25
Moisture Content - percent
Hooper Engineering Laboratories, Inc.
2670 Walnut Hill Lane Dallas , Texas 73229 (214) 351-6419
Client : Jim Sowell Construction Co. , Inc. Date: 11 January 1993
Project • Village at Cottonwood Creek Sec. IV, Job No: 92.1079
rnnncll TX
Soil Description:
I Maximum Density :
optimum Moisture :
Cement Modified Soil
Brown & Grey Sandy Clay with Cement
105.0 pcf Liquid Limit : 30.0
16.0% Plasticity Index : 7.4
Distribution : (1) Jim Sowell Construction Co. , Inc.
(1) The Nelson Corporation
(1) Mario Sinacola & Sons Excavating, Inc.
(1) City of Coppell, Garreth Campbell
O
0
V
7
L
CL
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MOISTU R D698
12
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110
100
90
Ev
5 15 25
Moisture Content - percent
Hooper Engineering Laboratories, Inc.
2670 Walnut Hill Lane Dallas . Texas 73229 (214) 351-6419
Client: Jim Sowell Construction Co. , Inc. Date: 11 January 1993
Project • Village at Cottonwood Creek Sec. IV Job No • 92.1079
Connell. TX
Soil Description : Cement Modified Soil
Reddish Brown Clayey Sand with Cement
Maximum Density : 117.0 pcf Liquid Limit : 22.6
optimum Moisture : 11.0% Plasticity Index : 7.3
Distribution : (1) Jim Sowell Construction Co., Inc.
(1) The Nelson Corporation
(1) Mario Sin acol a & Sons Excavating, Inc.
(1) City of Coppell , Garreth Campbell
4W
0
0
w
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120
11
100
M
5 15 25
Moisture Content - percent
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN -PLACE DENSITY TESTS
CLIENT: Jim Sowell Construction Co., Inc. DATE: 11 January 1993
PROJECT: Village at Cottonwood Creek, Sec. IV, Coppell
JOB NO.: 92.1079
MATERIAL DESCRIPTION: 1) Cement Modified Soil - Brown & Grey Sandy Clay with Cement
2) Cement Modified Soil - Brown & Tan Sand with Grey Shale & Cement
3) Cement Modified Soil - Reddish Brown Clayey Sand with Cement
ASTM D 698 STANDARD PROCTOR: 1) 105.0 pcf @ 16.0% Moisture
2) 120.0 pcf @ 11.0% Moisture
3) 117.0 pcf @ 11.0% Moisture
MOISTURE DRY PERCENT REQUIRED
LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
*Test results indicate fill is not compacted to required density /moisture. Contractor notified.
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
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351 -6419 Fax (214) 351 -5148
Matheson Court
278)
Station 4 +00
1
Fin. Sub.
14.7
109.7
104.5 95+
279)
Station 1 +00
2
Fin. Sub.
11.7
120.7
100.6 -2% to +4%
Of Optimum
Gifford Drive
280)
Station 1 +00
2
Fin. Sub.
9.8
114.4
95.3
281)
Station 4 +00
2
Fin. Sub.
10.2
109.3
91.1
Gibson Court
282)
Middle of cul -de -sac
3
Fin. Sub.
14.9
112.6
96.2
283)
Station 3 + 50
3
Fin. Sub.
11.0
112.0
95.7
284)
Station 0 +50
3
Fin. Sub.
11.0
115.7
98.9
*Test results indicate fill is not compacted to required density /moisture. Contractor notified.
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
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351 -6419 Fax (214) 351 -5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF SOIL GRADATIONS
CLIENT: Jim Sowell Construction Co., Inc. DATE: 11 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 1/11/93.
LOCATION
Matheson Court
35)
Middle of cul -de -sac
ill
Gifford Court
36)
Station 0 + 50
37)
Station 3 + 50
Matheson Court
38)
Station 14+00
72.0
Gibson Court
39)
West side of cul -de -sac
40)
Station 3 + 50
41)
Station 0 + 50
PERCENT PASSING
SPECIFICATION
ill
1 /2"
NO. 4
REQUIREMENTS
o�
100
91.8
72.0
100-70-45
100
89.2
66.1
100
92.3
67.6
100
84.9
64.0
100
84.6
63.6
100
82.2
57.3
100
87.3
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
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351 -6419 Fax (214) 351 -5148