Villages of CC 6-LR 941201"Excettence by Experience"
PO Box 9ISa8 ·
Southtake, Texas 76092
CON'TING ENGINEERS IN:
~,,vJroneenta[ Assessments
Soits & Foundations
Construction Materiels Testing
Coe~erciat & Industrial Inspection
(817) $29-0281
HOISTURE - DENSITY RELATIONS
PROJECT: Village~ aW C0t~0nwood Creek
JOB #: 94-1200 DI~TE: 12-01-94
LOCATION: Coppell
DAY: Thursday
CLIENT: Jim Sowel] Company
CONTRACTOR: Site Concrete
MATERIAL TYPE: Brown & Tan Sandy Clay
108
106
102
F
lOO
12 14 16 18 20 22 24
WATER CONTENT, PERCENT
TYPE OF TEST:
RESULTS:
XX
Standard Proctor
Maximum Dry Density 104.6 PCF
Modified Proctor
optimum Moisture Content 17.6
Other. ·
PROCTOR # 1
XIK~.
"ExceLLence by Experience"
PO Box 925~8 ·
South[ake, 1exes 76092
CON~TING ENQTNEERS IN:
~nvJronmenta[ Assessments
SoiLs & Foundations
Construction MateriaLs Testing
Commercial & Industrial Inspection
(817) 3~9-0281
MOISTURE - DENSTTY RELATIONS
PROJECT: Villages at Cottonwood Creek
LOC/%TION: Coppell
JOB #: 94-1200 DATE: 12-01-94 DAY: Thursday
CLIENT: Jim Sowell Company CONTRACTOR:
Site Concrete
MATERIAL TYPE: Tan & Brown Fine silty Sand
111
109
107
103
101
105
5 7 9 11 13 15 17
WATER CONTENT, PERCENT
TYPE OF TEST=
RESULTS
XX Standard Proctor
Maximum Dry Density 107.1 PCF
Modified Proctor
optimum Moisture Content 10.0 %
Other:
PROCTOR # 2