SC-Coppell HS-LR000118FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Coppell lSD, cio Dal - Mac Construction Co. REPORT DATE: January 18, 2000
Coppell High School, Stadium Expansion, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: January 15, 2000
Density Test Method:
Number
1
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Description
Red brown clayey sand (select)
85
86
Remarks:
Method of Compaction: ASTM D-698
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
116.9 13.5
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. WEIGHT
84 1 Building Pad Fill, tested at 75 feet south of 105.4
north end, 1st lift
1 Building Pad Fill, tested at 300 feet south 104.8
of north end, 1 st lift
1 Building Pad Fill, tested at 50 feet north of 103.6
south end, 1st lift
** Does not meet project specification for percent compaction.
MOISTURE PERCENT OF
CONTENT PERCENT MAXIMUM DENSITY
12.9 ·90.2**
15.7 89.6**
11.0 88.6**
Jose Rivera
Fugro South Technician
FUGRO SOUTH INC.
SMH/bg
Distribution:
DaI-Mac Construction - Dam~on 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) 820-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Coppell lSD, c/o Dal- Mac Construction Co. REPORT DATE: January 18, 2000
Coppell High School, Stadium Expansion, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: January 17, 2000
Density Test Method:
Number
1
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Description
Red brown clayey sand (select)
88 1
89 1
9O 1
91 1
Method of Compaction: ASTM D-698
Proctor Results
Maximum Dry Density (pcf)
1 16.9
.... TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. WEIGHT
87 1 Retest of Test #84, tested 1-15-2000, 1st 114.2
lift
Retest of Test #~5, tested 1-15-2000, 1st 115.5
lift
Retest of Test #-86, tested 1-15-2000, 1 st 115.0
lift
Concession South, approx, center of pad, 113.5
1 st lift
Concession North, approx, center of pad, 114.0
1 st lift
MOISTURE
CONTENT PERCENT
Optimum Moisture (%)
13.5
PERCENT OF
MAXIMUM DENSITY
14.5 97.7
15.1 98.8
12.8 98.4
13.1 97.1
14.7 97.5
Remarks: All densities meet project specifications unless otherwise noted.
Bud Cooper
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: