SC-Coppell HS-LR000306FUGRO SOUTH, INC.
--r-MaRl3
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis CourtJParking Lot, Coppell, Texas
REPORT DATE: March 6, 2000
PROJECT NO: 0791-2208
DATE PERFORMED:
Density Test Method:
Number
1
2
TEST
NO.
159
160 2
161 1
162 2
163 1
164 1
Remarks:
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Description
Red brown sandy clay
Brown silty sandy clay with gray shale fragments
and some gravel
Method of Compaction: ASTM D-698
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
118.6 12.4
114.7 12.4
TEST RESULTS
PROCTOR LOCATION UNIT DRY
NO. WEIGHT
1 West side of parking lot at southwest 116.9
corner, natural
West side of parking lot at southwest 112.7
corner, 1st lift
West side of parking lot at northeast 117.3
corner, natural
West side of parking lot at northeast 113.9
corner, 1st lift
Tennis Court #1 at center of court, final 115.2
Tennis Court #2 at 10 feet south and 10 117.5
feet east from northwest corner, final
MOISTURE PERCENT OF
CONTENT PERCENT MAXIMUM DENSITY
14.2 98.2
14.8 98.3
13.2 98.9
13.5 99.3
15.8 97.1
13.6 .. 99.1
All densities meet project specifications unless otherwise noted.
David Putman
Fugro South Technician
FUGRO SOUTH INC.
SMH/bg
Distribution:
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
Reviewed By: