SC-Coppell HS-LR000224FUGRO SOUTH, INC.
2880 Vlrgo Lane; Dallas, Texas 75229
Ph (97'2) 484-8301; Fax (972) 620-7328
MOISTURE/DENSITY RELATIONSHIP OF SOILS
CLIENT:
PROJECT:
Coppell lSD, c/o Dal- Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: February 24, 2000
Project No.: 0791-2208
METHOD OF TEST: ASTM D-698 (A)
SAMPLE IDENTIFICATION:
Sample Description:
Sample Origin:
Brown silty sandy clay with gray shale fragments
and some gravel
On-Site at new Tennis Courts area, north of stadium
MOISTURE/DENSITY:
Preparation Procedure:
Rammer Description:
Maximum Dry Density: (Ibs/cu ft)
Optimum Moisture Content (%):
Moist
Mechanical
114.7
12.4
ATTERBERG LIMITS:
Liquid Limit:
Plastic Limit:
Plasticity Index:
27
22
5
Skip Martin
Fugro South Technician
FUGRO SOUTH INC.
SUH/bg
Distribution:
Reviewed By':~
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
2880 Virgo Lane: Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
MOISTURE/DENSITY RELATIONSHIP OF SOILS
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
DATE:
METHOD OF TEST:
Report Date: February 24, 2000
Project No.: 0791-2208
ASTM D-69S(A)
SAMPLE IDENTIFICATION:
Sample Description:
Sample Origin:
MOISTURE/DENSITY:
Preparation Procedure:
Rammer Description:
Maximum Dry Density: (Ibs/cu ft)
Optimum Moisture Content (%):
Reddish brown sandy clay
On-Site at new Tennis Courts, north of stadium
Moist
Mechanical
118.6
12.4
ATTERBERG LIMITS:
Liquid Limit:
Plastic Limit:
Plasticity Index:
23
13
10
Skip Martin
Fugro South Technician
FUGRO SOUTH INC.
SMH/bg
Distribution:
Reviewed By: ~
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford