PA9901-LR030131Ellerbee- Walczak, Inc.
GEOTECHNICAL ENGINEERING &
CONSTRUCTION MATERIAL TESTING SERVICES
SOIL DESCRIPTION:
OPTIMUM MOISTURE %:
MAXIMUM DRY DENSITY P.C.F.:
PENETROMETER READING:
REPORT NO.
PROJECT:
CLIENT:
DATE:
LOCATION:
PREPARATION METHOD:
RAMMER:
TEST METHOD:
ATTERBERG LIMITS:
LIQUID LIMIT
PLASTIC LIMIT
PLASTICITY INDEX
COPIES TO:
Green Scape -Rick Edwards
Dark Brown Sandy Clay
13.2
110.3
4.5+ 4.5+ 4.25 1.75
GS03- 065proc
Wagon Wheel Parma
Green Scape
1131/03
Stockpile
Moist
Mechanical X
ASTM D -698
Cj2��4
CURTIS W. HAWK, C.E.T.
z
D
6900 So. Freeway, Suite A -1 • Fort Worth, Texas 76134
Office (817) 293 -0111 • Fax (817) 293 -5644
Ellerbee- Walczak, Inc.
GEOTECHNICAL ENGINEERING &
CONSTRUCTION MATERIAL TESTING SERVICES
=Mr MMMMMMMMMMMMMMM \\MMMMMMM
MMMmMMMMmMmMmmmMMmMMMMMMMM
SOIL DESCRIPTION:
OPTIMUM MOISTURE %:
MAXIMUM DRY DENSITY P.C.F.:
PENETROMETER READING:
REPORT NO.
PROJECT:
CLIENT:
DATE:
LOCATION:
PREPARATION METHOD:
RAMMER:
TEST METHOD:
ATTERBERG LIMITS:
LIQUID LIMIT
PLASTIC LIMIT
PLASTICITY INDEX
COPIES TO:
Green Scape -Rick Edwards
f Q,
Dark Brown & Tan Clay
21.2
100.0
4.5+ 4.5+ 3.75 1.25
C GS03- 064proc
Waaon Wheel Park
Green Scape
1131/03
Stockpile
Moist
Mechanical
ASTM D -698
a w
CURTIS W. HAWK, C.E.T.
6900 So. Freeway, Suite A -1 - Fort Worth, Texas 76134
Office (817) 293 -0111 - Fax (817) 293 -5644
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