SC-Coppell MSN-LR 980515FUGRO SOUTH, INC.
— PI GRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Coppell ISD REPORT DATE: May 15, 1998
PROJECT: Coppell Middle School North Sitework, Coppell, Texas PROJECT NO.: 0771 -2094
DATE PERFORMED: April 29 1998
MOISTURE /DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture ( %)
1 Crushed limestone flex base 121.8 12.1
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
218 1 Intersection of Natches Trace Drive and 122.5 12.1 100.6
Denton Tap Road, north approach, sub
219 1 Intersection of Natches Trace Drive and 118.3 13.0 97.1
Denton Tap Road, south approach, sub
Remarks: All densities meet project specifications unless otherwise noted.
Ted Nicholas
Fugro South Technician
S{,MH /mv
Distribution: Coppell ISD - Mickey Harper
K A Sparks Contractors, Inc. - E. J. Williams (2)
K A Sparks Contractors, Inc. - Jim Schooler
FUGRO SOUTH, INC.
Checked by:
City of Coppell - Garreth Campbell
SHW Group - Joe Craddock
SHW Group - Mike Elmore