SC-Coppell HS-LR000222FUGRO 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: February 22, 2000
Coppell High School, Tennis Court/Parking Lot, Coppell, Texas PROJECT NO: 0791-2208
': ~ DATE PERFORMED:
Density Test Method:
Number
1
2
TEST
NO.
124
125 2
126 2
127 2
128 I
129 I
ASTM Do2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Description
Red brown sandy clay
Brown silty sandy clay with gray shale fragments
and some gravel
Method of Compaction: ASTM D-698
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
118.6 12.4
114.7 12.4
TEST RESULTS
PROCTOR LOCATION UNIT DRY
NO. WEIGHT
2 Tennis Courts, first one south of northeast 114.5
comer, center of court, 2nd lift
Tennis Courts, first one south of northeast 109.9
comer, center of court, 3rd lift
Tennis Courts, second one south of 111.7
northeast comer, 10 feet east, 25 feet
north from southwest comer of tennis
court, 2nd lift
Tennis Courts, second one south of 113.6
northeast comer, 10 feet east, 25 feet
north from southwest comer of tenns
court, 3rd lift
Tennis Courts, third one south of 117.9
northeast comer, center of court, natural
Tennis Courts, third one south of 115.2
northeast comer, southeast comer,
natural
MOISTURE PERCENT OF
CONTENT PERCENT MAXIMUM DENSITY
12.9 99.8
17.0 95.8
15.8 97.4
13.0 99.0
13.6 99.4
15.6 97.1
Remarks: All densities meet project specifications unless otherwise noted.
David Putman
Fugro South Technician
SMH/bg
Distribution:
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
FUGRO SOUTH INC.
Reviewed By:
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: February 22, 2000
Coppeil High School, Tennis Court/Parking Lot, Coppell, Texas PROJECT NO: 0791-2208
Density Test Method:
Number
1
2
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Description
Red brown sandy clay
Brown silty sandy clay with gray shale fragments
and some gravel
TEST PROCTOR
NO. NO.
130 I Tennis
comer, 1st lift
131 2 Tennis Courts,
comer, 2nd lift
132 2 Tennis Courts,
comer, 1st lift
133 2 Tennis Courts,
comer, 2nd lift
134 2 Tennis Courts,
comer, natural
Method of Compaction: ASTM D-698
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
118.6 12.4
114.7 12.4
TEST RESULTS
LOCATION UNIT DRY
WEIGHT
Courts, fourth court from northeast 116.2
fourth court from northeast 112.6
fifth court from northeast 110.5
fifth court from northeast 111.2
sixth court from northeast 110.9
MOISTURE PERCENT OF
CONTENT PERCENT MAXIMUM DENSITY
14.9 98.0
14.7 98.2
16.5 96.3
15.9 96.9
16.2 96.7
Remarks: Ail densities meet project specifications unless otherwise noted.
David Putman
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: