Huntington-LR 930311MAXIM ENGINEERS, INC.
Engineering end Environmental Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
(214) 247-7575 • FAX (214) 484-5804
IN-PLACE DENSITY OF SOIL ~
Report Date 03/11 /93 Sample Date 02/09/93
Client Centex Real Estate Project Number 0392002034
Project Name Huntington Ridge - Coppell, Texas
Densky Test Method ASTM D2922 and D3017 Method of Compaction ASTM D698
Project Density Req'd 95 to 102 Project Moisture Req'd Qpt -~5
Moisture/Density flel~tions
Material
Number Description
1 Reddish brown sandy clay with fine material and organics
2 Dark gray shaley clay with limestone fragments and fines
3 Dark yellow brown clayey sand with minimal clay balls
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture
115.5 13.5
92.0 26.9
119.1 10.7
Test Results >`
Test Material Lift
Number Number
69 3 1st
70 1 1st
71 2 Natural
72 2 Natural
73 2 Natural
74 2 Natural
Location
25' west of park, 250' north of Cowboy Drive
50' west of park, 250' north of Cowboy Drive
150' west of park, 800' north of Cowboy
Drive
200' west of park, 820' north of Cowboy
Drive
300' west of park, 950' north of Cowboy
Drive
25' west of park, 1000' north of Cowboy
Drive
' C b
Dry Density Moisture % of Maximurc
(Ibs/cu. ft.} Content (%) Dry Density
114.5 12.5 96.1
111.6 15.2 96.6
94.6 28.5 102.8
93.7 28.6 101.8
93.2 30.1 101.3
93.3 30.6 101.4
75 2 Natural 100 west of park, 1000 north of ow oy . . .
Drive
76 2 Natural 280' west of park, 1200' north of Cowboy 93.2 30.2 101.3
Drive
77 2 Natural 350' west of park, 1200' north of Cowboy 93.9 29.7 102.0
Drive
78 2 Natural 100' west of park, 1500' north of Cowboy 94.0 29.3 102.1
Drive
79 2 Natural 250' west of park, 1500' north of Cowboy 93.5 30.2 101.6
Drive
80 1 6th 120' north of drive, 400' west of Denton Tap 111.4 14.0 96.7
81 1 6th 100' north of drive, 450' west of Denton Tap 112.3 13.8 97.2
Fu~mrr avc~rms, we
8 102
6
4 29
94
Page 2
Report Date 03/11 /93 sample Date 02~pg~gg Pr°~ * 0392002034
T° Centex Real Estate
Pr°~ Huntington Ridge -Coppell, Texas
Test Results
Test Material Lift
Number Number
82 1 6th
83 1 6th
84 1 6th
85 2 Natural
86 2 Natural
87 2 Natural
88 2 Natural
89 3 1st
90 3 1st
Location
120' north of drive, 400' west of Denton Tap
150' north of drive, 500' west of Denton Tap
125' north of drive, 550' west of Denton Tap
80' west of park, 850' north of Cowboy Drive
100' west of park, 850' north of Cowboy
Drive
250' west of park, 850' north of Cowboy
Drive
100' west of park, 900' north of Cowboy
Drive
25' west of park, 100' north of Cowboy Drive
60' west of park, 250' north of Cowboy Drive
Dry Density Moisture % of Maximum
(Ibs/cu. ft.) Content (%) Ory Density
112.8 13.3 97.6
111.6 18.1 96.6
109.3 18.8 95.0
94.7 29.7 102.9
94.4 28.9 102.5
94.9 29.3 102.6
94.2 28.7 102.3
115.3 11.7 96.8
115.0 12.1 99.6
All densities meet project spec cations unless otherwise noted.
Technician: T. Pickens
/cey
Centex Real Estate Corporation -Derek Earle, P.E. ,~ /
Rodman Excavation -Rod Vilhouer ~j ~,/
City of Coppell -Larry Davis ~~`~,./
City of Coppell - Garreth D. Campbell, Sr.
This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent. This report applies only to the sample tested, and
does not necessarily represent identical or similar samples. HR005
MA7CW Hi@IH+RS.ING
MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
(214) 247-7575 • FAX (214) 484-5804
IN-PLACE DENSITY OF SOIL
Report Date 03/11 /93
client Centex Real Estate
Project Name Huntington Ridge -Coppell, Texas
Density Test Method ASTM D2922 and D3017
Project Density Req'd 95 - 102
Sample Date 02/24/93
Project Number 0392002034
Method of Compaction ASTM D698
Project Moisture Req'd Opt +5
MostureJDensity Relation
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture
1 Tan and brown clay with calcareous clay 93.0 25.3
Test Results
Test Material Lift
Number Number
95 1 1st
96 1 1st
97 1 1st
98 1 1st
Location
House pad, block A, lot 3
House pad, block A, lot 1
House pad, block A, lot 5
House pad, block A, lot 7
Dry Density Moisture % of Maximum
(Ibs/cu. ft.) Content (%) Dry Density
94.5 25.4 101.6
91.5 25.5 98.4
89.0 26.1 95.7
90.2 25.3 97.0
All densities meet project specifications unless otherwise noted.
Technician: B. Lucas
/cey
Centex Real Estate Corporation -Derek Earle, P.E.
Rodman Excavation -Rod Vilhouer 1
City of Coppell -Larry Davis ~,~
City of Coppell - Garreth D. Campbell, Sr.
This report is For the sok use of the client addressed. The use of our company name must receive our prior written consent. This report applies only to the,/
does not necessarily represent identical or similar samples.
~tA7ma , tdC.