SC-Coppell HS-LR000113FUGRO 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: January 13, 2000
Coppell High School, Stadium Expansion, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: January 10, 2000
Density Test Method: ASTM D.2922 & 3017 Method of Compaction: ASTM D-698
MOISTUREIDENSlTY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
I Reddish brown clayey sand with clayballs and bits 122.1 11.0
of concrete
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY. MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
73 1 Building Subgrade, 20 feet south and 5 116.0 11.5 95.0
feet west of northeast corner, natural
74 1 Building Subgrade, 30 feet north and 6 117.6 10.7 96.3
feet east of southwest corner, natural
75 1 Building Subgrade, sidewalk, 15 feet north 117.0 11.5 95.8
of centerline, 1st lift
76 1 Building Subgrade, sidewalk, 40 feet 116.5 12.0 95.4
south of centerline, 1 st lift
Remarks: All densities meet project specifications unless otherwise noted.
Thomas Cranford
Fugro South Technician
FUGRO SOUTH INC.
SMH/bg
Distribution:
DaI-Mac Construction - Dampn Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
Reviewed By:.
FUGRO 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: January 13, 2000
Coppell High School, Stadium Expansion, Coppell, Texas PROJECT NO: 0791-2208
Density Test Method:
74 1
75 1
76 1
Number
1
DATE PERFORMED: January 10, 2000
ASTM D-2922 & 3017 Method of Compaction:
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Description Maximum Dry Density (pcf)
Reddish brown clayey sand with clayballs and bits 122.1
of concrete
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE
NO. NO. WEIGHT CONTENT PERCENT
73 1 Building Subgrade, 20 feet south and 5 116.0 11.5
feet west of northeast corner, natural
Building Subgrade, 30 feet north and 6 117.6
feet east of southwest corner, natural
Building Subgrade, sidewalk, 15 feet north 117.0
of centerline, 1st lift
Building Subgrade, sidewalk, 40 feet 116.5
south of centerline, 1st lift
Remarks:
ASTM D-698
Optimum Moisture (%)
11.0
All densities meet project specifications unless otherwise noted.
PERCENT OF
MAXIMUM DENSITY
95.0
10.7
96.3
11.5
95.8
12.0
95.4
Thomas Cranford
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: