Huntington-LR 930218MAXIM ENGINEERS, INC.
En~lineerinp and Environments) Consultants
2342 Fabens • P.O. Box 59902 ~ Dallas, TX 75229
(214) 247-7575 ~ FAX (214) 484-5804
MOISTURE DENSITY RELATIONSHIP REPORT ~
Report Date 02/18/93 Sample Date 02/11/93
T~ Centex Real Estate
Project # 0392002034
Project Huntington Ridge -Lots and Blocks -Coppell, Texas
Identification Moisture/Density Relations of Soil
Test Procedure ASTM D-698C
Results
Rammer Type ................ ................... Mechanical
Preparation Procedure .......... ................... Moist
Material Description ........... ................... Gray shale with fines
Material Origin ............... ................... On-Site
Maximum Density ............. ................... 97.0 lbs./cu.ft.
Optimum Moisture ............ ................... 22.0 percent
Technician: T. Pickens
/br
Centex Real Estate Corporation -Derek Earle, P.E.
Rodman Excavation -Rod Vilhouer
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 mmpany name must receive our priorwritten mnsent. This reportapplies only to the sample testeOd1338
does not necessarily represent identical or similar samples.
MAIM QiCarIFIItS, ING ~~~
MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens ~ P.O. Box 59902 ~ Dallas, TX 75229
(214) 247-7575 ~ FAX (214) 484-5804
MOISTURE DENSITY RELATIONSHIP REPORT ~
Report Date 02/18/93 Sample Dale 02/08/93
T~ Centex Real Estate
Project # 0392002034
Project Huntington Ridge -Lots and Blocks -Coppell, Texas
Identification Moisture/Density Relations of Soil
Test Procedure ASTM D-698C
Results
Rammer Type ................................... Mechanical
Preparation Procedure ............................. Moist
Material Description .............................. Dark brown sandy clay with yellow
and brown seams throughout
Material Origin .................................. On-Site
Maximum Density ................................ 110.0 lbs./cu.ft.
Optimum Moisture ............................... 16.2 percent
Technician: T. Pickens
/br
Centex Real Estate Corporation -Derek Earle, P.E.
Rodman Excavation -Rod Vilhouer
City of Coppell -Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This reportic for the sole use of the client addressed. The use of our company name must receive our prior written consent. This report appliesonly [o the sample tested, and
C3...~ . ,<7 01341
MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens • P.O. Box 59902 ~ Dallas, TX 75229
(214) 247-7575 ~ FAX (214) 484-5804
MOISTURE DENSITY RELATIONSHIP REPORT _ ~
Report Date 02/18/93 Sample Dale 02/08/93
T~ Centex Real Estate
Project # 0392002034
Project Huntington Ridge -Lots & Blocks -Coppell, Texas
Identification Moisture/Density Relations of Soil
Test Procedure ASTM D-698C
Results
Rammer Type ................................... Mechanical
Preparation Procedure ............................. Moist
Material Description .............................. Dark gray shaley clay with yellow
seams
Material Origin .................................. On-Site
Maximum Density ................................ 89.2 lbs./cu.ft.
Optimum Moisture ............................... 28.2 percent
Technician: T. Pickens
/br
Centex Real Estate Corporation -Derek Earle, P.E.
Rodman Excavation -Rod Vilhouer
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 mmpany name must receive our prior written mnsent. This reportapplies only to
~,pri~sepresentidentical or similar samples.