Villages of CC P5-LR 970203 ~:~O- '-' COI~'""ILTING ENGINEERS TN=
T~XI~e .nvi ronmentat Assessments
~, Soils & Foundations
Construction Materiels Testing
"Excettence by Experience,' Comnerciat & Industrial Inspection
PO Box 92548 · SouthLake, Texas 76092 · (817) 329-0281
MOISTURE - DENSITY RELATIONS
PROJECT: Villaqes of Cottonwood Creek V LOCATION: Coppell
JOB ~: 96-1779 DATE: 02-03-97 DAY: Monday
CLIENT: Grand land 96, L. P. CONTRACTOR: Site Concrete
MATERIAL TYPE: Lime Treated Brown Clayey Sand
111
109
107
105.
TYPE OF TEST: RESULTS:
XX Standard Proctor Maximum Dry Density ~13.5 PCF
Modified Proctor Optimum Moisture Content 18.4 %
Other:
PROCTOR # 5
MOIBTURE - DENBITY RELATIONB
PROJECT: Vi ] ] ages of Cottonwood Creek V LOCATION: Coppell
JOB ~: 96-1779 DATE: 02-03-97 DAY: Monday
CLIENT: Grand Land 96, L.P. CONTRACTOR: Site Concrete
MATERIAL TYPE: Lime Treated Reddish Brown Silty Sandy Clay
99.
94 ' t/
18 20 22 24 26 28 30
WATER CONTENT, PERCENT
TYPE OF TEBT~ REBULTS:
XX Standard Proctor Maximum Dry Density 98.7 PCF
Modified Proctor Optimum Moisture Content 24.9
Other:
PROCTOR # 6