Villages of CC 4-LR 921229Aw
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Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN -PLACE DENSITY TESTS
CLIENT: Jim Sowell Construction Co., Inc. DATE: 29 December 1992
PROJECT: Village at Cottonwood Creek, Sec. IV, Coppell JOB NO.: 92.1079
MATERIAL DESCRIPTION: 1) Lime Stabilized Subgrade - Brown Sandy Clay with Lime
2) On -Site Fill - Brown & Orange Sand -
ASTM D 698 STANDARD PROCTOR: 1) 1 1 1.0 pcf @ 13.0% Moisture
2) 119.0 pcf @ 11.0% Moisture
MOISTURE DRY PERCENT REQUIRED
LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
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
Fairview Court
226)
Station 1 +00
1
Fin. Sub.
14.2
111.9
100.8 95+
227)
Station 4 +00
1
Fin. Sub.
13.9
109.3
98.5 -2% to +4%
228)
Middle of cul -de -sac
1
Fin. Sub.
13.8
112.0
100.9 Of Optimum
Hamoton Court
229)
Station 1 +00
2
Fin. Sub.
11.8
123.0
103.4
230)
Station 4 + 00
2
Fin. Sub.
11.8-
120.9
101.6
231)
Middle of cul -de -sac
2
Fin. Sub.
1 1 .1
122.4
102.9
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
12.31/92 08:26 1W1 211 :Sal 148 HOOPER ENt;RG INC
IM 003
F r I row Lair amas Inc.
C_ - w Woi n Maitriiels TeeKng
OF IN- PLACE W" TY TE4TS
CLIENT-- Jim Sowell Construction Co. Inc. DATE: 29 December 1992
PROJECT: Village at Cottonwood Creek, Sec. IV, Coppell JOB NO.: 92.1079
MATERIAL DESCRIPTION: 1) Lime Stabilized Subgrade - Brown Sandy Clay with time
2) On -Site Fiil Brown & Orange Sand
ASTM ❑ 698 STANDARD PROCTOR j) i 11.0 pcf @ 13.0% Moisture
2) 1 19.0 pcf (�li 11 A% Moisture
TECHNICIAN: CDJ
DISTRIBUTION: (1) Jim Sowell Construction Cu. Inc.
(1) The Nan Corporation
(1) Mwio 9inacola & Sons Excavating, Inc.
(1) City of Copll, Garreth Campbell
2870 Walnut HM Lane 19sNas, Tommy 75229
(2Y4) 351 -6419 Fax (214) 351 -5148
MOISTURE
DRY
PERCENT
REQUIRED
LOCATION
PROCTOR
UFT
CONTENT
DENSITY
COMPACTION
COMPACTION
%
PCF
%
%
Fairv C= rt
2261
Station 1 =00
I
Fn_ Sub.
14.2
111.9
100.8
95=
227)
Station 4 +00
Fn. Sub.
13.9
109.3
98.5
-2% to +4%
2281
Middle of cuI sac
Fin. Sub.
13.8
112.0
100.9
Of Optimum
Harnotnn Caurt
229)
Station 1 + 00
2
Fin. Sub.
11.8
123.0
103.4
230)
. Station 4 -00
2
Fin_ Sub.
11.8
120.9
101.6
231)
Middle of ctrl- de-sac
2
Fn. Sub.
111
122.4
102.9
TECHNICIAN: CDJ
DISTRIBUTION: (1) Jim Sowell Construction Cu. Inc.
(1) The Nan Corporation
(1) Mwio 9inacola & Sons Excavating, Inc.
(1) City of Copll, Garreth Campbell
2870 Walnut HM Lane 19sNas, Tommy 75229
(2Y4) 351 -6419 Fax (214) 351 -5148