SC-Coppell HS-LR000320FUGRO SOUTH, INC.
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. REPORT DATE: March 20, 2000
Coppell High School, Multi Purpose Building, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: March 7, 2000
Density Test Method:
Number
1
ASTM D-2922 & 3017 Method of Compaction: ASTM D-698
MOISTUREIDENSlTY RELATIONS
Material Proctor Results
Description Maximum Dry Density (pcf) Optimum Moisture (%)
Tan silty sandy clay with limestone fragments and 102.3 17.1
calcareous nodules
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
165 1 6 inch sanitary sewer, Line C, 25 feet 98.4 15.7 96.2
east of Room 217, Area A-2, 9 feet below
grade
6 inch sanitary sewer, Line C, 25 feet east 97.7
of Room 217, Area A-2, 7 feet below
grade
6 inch sanitary sewer, Line C, 25 feet east 98.5
of Room 217, Area A-2, 5 feet below
grade
6 inch sanitary sewer, Line C, 25 feet east 102.0
of Room 217, Area A-2, 3 feet below
grade
6 inch sanitary sewer, Line C, 25 feet east 101.7
of Room 217, Area A-2, 1 foot below
grade
6 inch sanitary sewer, Line C, 25 feet east 102.2
of Room 237, Area A-l, 3 feet below
grade
6 inch sanitary sewer, Line C, 25 feet east 100.2
of Room 237, Area A-l, 1 foot below
grade
166 1 16.3 95.5
167 1 17.2 96.3
168 1 19.3 99.8
169 1 20.1 99.5
170 1 19.7 100.0
171 1 18.3 97.9
Remarks: All densities meet project specifications unless otherwise noted.
Mike Flute
Fugro South Technician
SMH/bg
Distribution:
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis ~
Coppeil lSD - Mickey Harper
FUGRO SOUTH INC.
Reviewed By:
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford