SC-Coppell HS-LR 990809FUGRO SOUTH, INC. ~
2880 Virgo Lane: Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: August 9, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
Page 1
DATE PERFORMED: August 5,1999
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 (%)
1 Tan silty sandy clay with limestone fragments and 102.3 17.1
calcareous nodules
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
14 1 Building subgrade, 75 feet north, 50 feet 102.0 17.2 99.7
east of southwest comer of building pad,
1st lift/final
15 1 Building subgrade, 75 feet north, 100 feet 99.8 18.9 97.6
east of southwest comer of building pad,
1st lift/final
16 1 Building subgrade, 70 feet north, 150 feet 102.6 70.1 100.3
east of southwest comer of building pad,
1st liftJfinal
17 1 Building subgrade, 70 feet north, 200 feet 103.7 17.8 101.3
east of southwest corner of building pad,
1 st lift/final
18 1 Building subgrade, 75 feet north, 250 feet 98.9 19.2 96.7
east of southwest corner of building pad,
1 st lift/final
19 1 Building subgrade, 70 feet north, 300 feet 103.8 20.3 101.5
east of southwest corner of building pad,
1 st lift/final
20 1 Building subgrade, 30 feet north, 50 feet 101.7 20.1 99.4
west of southeast corner of building pad,
1 st lift
21 1 Building subgrade, 35 feet north, 100 feet 102.8 19.9 100.5
west of southeast corner of building pad,
1 st lift
22 1 Building subgrade, 35 feet north, 150 feet 103.3 19.5 101.0
west of southeast corner of building pad,
1 st lift
FUGRO SOUTH, INC. /
2880 virgo Lane: Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Coppell lSD, c/o Dal - Mac REPORT DATE: August 9, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
Page 2
DATE PERFORMED: August 5, 1999 -
Density Test Method: ASTM D-2922 & 3017 Method of Compaction: ASTM D-698
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
23 1 Building subgrade, 30 feet north, 200 feet 101.2 18.6 98.9
west of southeast comer of building pad,
1st lift
24 1 Building subgrade, 35 feet north, 250 feet 99.4 20.0 97.2
west of southeast corner of building pad,
1st lift
25 I Building subgrade, 30 feet north, 300 feet 103.1 19.4 100.8
west of southeast comer of building pad,
I st lift
Remarks: Densities meet project specifications unless otherwise noted.
Michael Overstreet
Fugro South Technician FUGRO SOUTH INC.
Reviewed By: ~~
Distribution: DaI-Mac Construction - Jason Lillard
City of Coppell - Larry Davis .
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC. M
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972} 620-7328
FIELD DENSITY REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: August 9, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: August 7, 1999
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 (%)
I Tan silty sandy clay with limestone fragments and 102.3 17.1
calcareous nodules
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
29 1 Building subgrade, 25 feet north, 50 feet 99.8 20.1 97.6
west of southeast comer, 2nd lift/final
30 1 Building subgrade, 40 feet north, 110 feet 101,6 18.3 99.3
west of southeast comer, 2nd lift/final
31 1 Building subgrade, 35 feet north, 150 feet 100.7 19.2 98.4
wset of southeast comer, 2nd Ii.final
Remarks: Densities meet project specifications unless otherwise noted.
Michael Overstreet
Fugro South Technician FUGRO SOUTH INC.
Reviewed By: '"'..~- .' ~
SMH/bg
Distribution: DaI-Mac Construction - Jason Lillard
City of Coppell - Larry Davis
Coppell lSD. Mickey Harper
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC. ~
2880 Virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: August 9, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO.' 0791-2208
DATE PERFORMED: August 6, 1999
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 (%)
1 Tan silty sandy clay with limestone fragments and 102.3 17.1
calcareous nodules
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
26 1 Building subgrade, 25 feet north, 40 feet 100.4 19.8 98.1
east of southwest corner, 2nd lift/final
27 1 Building subgrade, 20 feet north, 95 feet 101.2 20.1 98.9
east of southwest comer, 2nd lift/final
28 1 Building subgrade, 15 feet north, 150 feet 102.0 17.8 99.7
easat of southwest comer, 2nd liftJfinal
Remarks: Densities meet project specifications unless otherwise noted.
Michael Overstreet
Fugro South Technician FUGRO SOUTH INC.
Reviewed By: ~"'~.""~'/ ...~
SMH/bg
Distribution: Dal-Mac Construction - Jaso~Lillard
City of Coppell - Larry Davis--
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
JRJ Paving - Jeff Williford