SC-Coppell ABA-LR000728e^` tiRO
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 4848301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Coppell ISD, c/o K A Sparks REPORT DATE: July 28, 2000
PROJECT: Coppell ISD Administration Building, Coppell, Texas PROJECT NO.: 0700 -2189
DATE PERFORMED: July 26, 2000
Density Test Method: ASTM D -2922 & 3017 Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (Ye)
1 Reddish orange clayey sand 115.1 13.0
2 Brown sandy clay 113.5 14.8
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
6
1
Building subgrade at southeast corner, 5
110.7
13.8
96.1
feet west and 7 feet north, 3` lift
7
1
Building subgrade at northwest corner, 20
109.8
14.2
95.4
feet east and 5 feet south, 3r lift
8
2
Fireland, 40 feet east off southwest
109.5
15.5
96.5
corner, 15 feet south, natural
9
2
Firelane, 60 feet east off southwest
107.8
15.0
95.0
corner, 40 feet north, natural
Remarks:
All densities meet project specifications unless otherwise
noted.
Thomas Cranford
Fugro South Technician
FUGRO SOUTH INC.
Reviewed By: — i>-
SMH /bg
Distribution: K A Sparks Contractors Inc. — Ji Schooler
City of Coppell — Larry Davi
Coppell ISD — Mickey Harper
SHW Group — Joe Craddock
SHW Group — Mike Elmore