Huntington-LR 930401MAXIM ENGINEERS INC.
F_rtgirteerhp and Erwlrortrnental Cortsultartts
2342 Fabans ~ P.O. Box 59902 ~ Dallas, TX 75229
(214) 247-7575 ~ FAX (214) 484-5804
IN-PLACE DENSITY OF SOIL __~
Report Date 04/01/93 sample Date 03/13/93
client - Centex Real Estate Project Number 0392002034
Project Name Huntington Ridge -Coppell, Texas
Density Test Method 3411 Method of Compaction ASTM D698
Project Density Req'd 95 - 102 Project Moisture Req'd OPT +5
Material
Number Description
1 Gray shaley with fines
Proctor Results
Maximum Dry Density {pcf)
97.0
Optimum Moisture q°
22.0
Test Resl~~ts ` ..
Test Material Lift Location Dry Density Moisture % of Maximum
Number Number (Ibs/cu. it.) Content {°~) Dry Density
104 1 Final House pad, lot 13, block A 94.2 22.4 97.1
105 1 2nd Lot 15, block A 93.6 23.0 96.5
All densities meet project specfications unless otherwise noted.
Technician: T. Pickens
/bjm
Centex Real Estate Corporation -Derek Earle, P.E.
Rodman Excavation -Rod Vilhouer
City of Coppell -Larry Davis-~
City of Coppell - Garreth D. Campbell, Sr.
7bffi report is for the sole use of the diem addressed. The use of our mmpany name must receive our prior written consent. This report applies only to the sample tested and
does not necessarily represent identical or similar samples. H'R013
1(A7m1 HiGtlitS, SIG !~
MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75226
~ artd ~ Consultants (214) 247-7575 • FAX (214) 484-5804
IN-PLACE DENSITY OF SOIL ~
Deport Date 04/01/93 Sample Date 03/16/93
client Centex Real Estate Project Number 0392002034
Project Name Huntington Ridge -Coppell, Texas
Density Test Method ASTM D2922 and D3017 Method ~ ~P~tion ASTM D698
Project Densky Req'd g5~- Project Moisture Req'd Opt +5
Material
Number Description
1 Tan and brown clay with tan calcareous clay
2 Gray shale with fines
3 Dark brown sand with yellow and brown sandy seams
Proctor Results
Maximum Dry Density (pcf)
93.0
97.0
110.0
Optimum Moisture %
25.3
22.0
16.2
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Test R~ut~s _ >,: <:;.:.::<
Test Material Lift Location Dry Density Moisture % of Maximum
Number Number (Ibs/cu. ft.) Content (%) Dry Density
106 1 2nd Block A, lot 7 90.3 25.3 97.1
107 1 2nd Block A, lot 5 93.0 29.2 100.0
108 2 2nd Block A, lot 3 98.4 22.0 101.4
109 3 2nd Block A, lot 1 105.1 16.2 95.5
All densities meet project specfications unless otherwise noted.
Technician: D. Pierson
/bk
Centex Real Estate Corporation -Derek Earle, P.E.
Rodman Excavation -Rod Vilhouer
City of Coppell -Lary Davis
City of Coppell - Garreth D. Campbell, Sr.
This report is for the sole use of the diem addressed. The use of our company name must receive our prior written consent. T1us report applies only to the sample tested and
does not necessarily represent identical or similar samples. Hit014
MAXIM ENGINEERS, INC.
Ertginaering end Ernrironmer>fal Consukants
2342 Feberts ~ P.O. Box 59902 ~ Ddlas, TX 75229
(214) 247-7575 ~ FAx {214)484-5804
IN-PLACE DENSITY OF SOIL ~
Report Date 04/01 /93
client Centex Real Estate
Project Name Huntington Ridge -Coppell, Texas
Density Test Method ASTM D2922 and D3017
Project Density Req'd 95-105
Sample Date 03/26/93
Project Number 0392002034
Method of Compaction ASTM D698
Project Moisture Req'd opt +5
Ma;s~~re~Qel~~ R~~~t~ot~s
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture
1 Dark yellow brown clay with calcareous nodules and 108.0 14.9
organics
T~# Resul#~
Test Material Lift Location
Number Number
114 1 subgrade Block B, lot 21
115 1 subgrade Block B, lot 23
All densities meet project specfications unless otherwise noted.
Dry Density Moisture °~ of Maximum
Qbs/cu. ft.) Content (%) Dry Dens'tty
106.0 15.1 98.1
104.00 18.7 96.3
Technician: P. Butler
/bk
Centex Real Estate Corporation -Derek Earle, P.E.
Rodman Excavation -Rod Vilhouer
City of Coppell -Larry Davis
City of Coppell - Garreth D. Campbell, Sr`---
Z1us report is for the sole ase of the client addressed. The use of our mmpany name must receive our prior written rnusent. This report applies only to the sample tested, and
does sot necessarily represent idmtial or simi4r samples. 01969
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