Huntington-LR 930420MAXIM ENGINEERS, INC.
En~ineerinp 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 04/20/93
client Centex Real Estate
Project Name Huntington Ridge -Utilities -Coppell, Texas
Density Test Method ASTM D2922 and D3017
Project Density Req'd 95-{-
Sample Date
Project Number
04/12/93
0393000704
Method of Compaction ASTM D698
Project Moisture Req'd Opt +5
Moisture/Density Relations
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture
1 Dark yellowish brown clayey sand with minimum clay balls 119.1 10.7
n__I, 1--....,.. ...,..A ...rtt, ael~nur ~nA hrnwn candy seams 110.0 162
L VGrl r\ uI VYVII Ju11tA Y91u~ ra...v.. .... .... .... ~.... _~.-~~ -----
Test'Resu{ts
Test Material Lift Location
Number Number
3 1 Final Utility line A, station 2+54
4 1 4' below Utility line B, station 1 +68
ground
5 2 3' below Utility line A, station 3+00
ground
6 2 2' below Utility line B, station 2+20
ground
7 1 4' below Utility line C, station 3+00
ground
8 1 2' below Utility line C, station 3+00
ground
9 1 4' below Utility line C, station 6+00
ground
10 1 2' below Utility line C, station 6+00
ground
All densities meet project specifi cations unless otherwise noted.
ury vensny
(Ibs/cu. ft.) rvlVwiu~o
Content (%) .~ ~• ...-.....
Dry Density
113.4 13.5 95.2
114.1 12.8 95.8
104.6 21.1 95.1
104.8 19.2 95.3
113.7 13.7 95.5
116.0 12.7 97.8
116.1 11.9 97.5
113.5 13.4 95.3
Technician: R. Pleasant
/cey
Centex Real Estate Corporation -Derek Earle, P. E.
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 test 02686
does not necessarily represent identical or similar samples. ~{l
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MAXIM ENGINEERS, INC.
Engineering and Environmental Consukants
2342 Fabens ~ P.O. Box 59902 ~ Dallas, TX 75229
(214) 247-7575 • FAX (214) 484-5804
IN-PLACE DENSITY OF SOIL
Report Date 04/20/93
client Centex Real Estate
Project Name Huntington Ridge -Utilities -Coppell, Texas
Density Test Method ASTM D2922 and D3017
Project Density Req'd 95+
Sample Date 04/12/93
Project Number 0393000704
Method of Compaction ASTM D698
Project Moisture Req'd Opt +5
Moisture/Density Relations
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture
1 Dark yellowish brown clayey sand with minimum clay balls 119.1 10.7
2 Dark brown sand with yellow and brown sandy seams 110.0 16.2
Test Results
Test Material Lift Location
Number Number
3 1 Final Utility line A, station 2+54
4 1 4' below Utility line B, station 1 +68
ground
5 2 3' below Utility line A, station 3+00
ground
6 2 2' below Utility line B, station 2+20
ground
7 1 4' below Utility line C, station 3+00
ground
8 1 2' below Utility line C, station 3+00
ground
9 1 4' below Utility line C, station 6+00
ground
10 1 2' below Utility line C, station 6+00
ground
All densit ies meet project specifications unless otherwise noted.
Dry Density Moisture % of Maximum
(Ibs/cu. ft.) Content (%) Dry Density
113.4 13.5 95.2
114.1 12.8 95.8
104.6 21.1 95.1
104.8 19.2 95.3
113.7 13.7 95.5
116.0 12.7 97.8
116.1 11.9 97.5
113.5 13.4 95.3
Technician: R. Pleasant
/cey
Centex Real Estate Corporation -Derek Earle, P. E.
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. 02686
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