SC-Coppell HS-LR000315FUGRO 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: March 15, 2000
Coppell High School, Tennis Court/Parking Lot, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: February 28, 2000
Density Test Method:
Number
1
2
3
TEST
NO.
147
148
149
150
151
152
Remarks:
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Description
Dark brown silty clayey sand with some gravel
Tan silty sandy clay with limestone fragments and
calcareous nodules
Dark gray clay with some gravel
Method of Compaction: ASTM D-698
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
120.3 11.3
102.3 17.1
TEST RESULTS
PROCTOR LOCATION UNIT DRY
NO. WEIGHT
I Tennis Court Area, Pad fl4, 2nd lift 118.1
2 Tennis Court Area, Pad #3, 2nd lift 100.4
2 Tennis Court Area, Pad #2, 2nd lift 101.1
2 Tennis Court Area, Pad #1,2"~ lift 101.8
3 Tennis Court Area, Pad CfA, 3rd lift 107.5
3 Tennis Court Area, Pad #3, 3rd lift 105.8
All densities meet project specifications unless otherwise noted.
107.4 17.0
MOISTURE PERCENT OF
CONTENT PERCENT MAXIMUM DENSITY
14.1 98.2
20.2 98.2
18.3 98.8
17.0 99.6
16.9 100.1
17.4 98.5
Thomas Cranford
Fugro South Technician
FUGRO SOUTH INC.
SMH/bg
Distribution:
DaI-Mac Construction - Damon~blorman
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.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
ATTERBERG LIMITS
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: March 15, 2000
Project No.: 0791-2208
SAMPLE DATE: February 28, 2000
METHOD OF TEST:
SAMPLE IDENTIFICATION:
Sample Description:
Sample Origin:
ATTERBERG LIMITS:
Liquid Limit:
Plastic Limit:
Plasticity Index:
GRAIN SIZE:
Percent Passing (-200) Sieve:
ASTM D-698(A)
Medium Clayey Sand with Gravel
Onsite Stockpile
11
11
Non-Plastic (NP)
60
Thomas Cranford
Fugro South Technician
FUGRO SOUTH INC.
SMH/bg
Distribution:
Reviewed By:
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
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
Coppell lSD, cio Dal- Mac Construction Co. REPORT DATE: March 15, 2000
Coppell High School, Tennis Court/Parking Lot, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: March 13, 2000
Density Test Method:
Number
1
2
3
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Description
Brown silty sandy clay with gray shale fragments
and some gravel
Dark gray shaly clay mix with some gravel
Red brown clayey sand (select)
TEST PROCTOR
NO. NO.
178 1
179 1
180 2
181 2
1'82 2
183 2
184 3
185 3
TEST RESULTS
LOCATION
Retest of No. 153 dated 2-29-00
Retest of No. 154 dated 2-29-00
West side of parking, 20 feet north and 25
feet west of southeast corner, 1st lift
West side of parking, 30 feet south and 10 102.3
feet west of northeast corner, lS~ lift
Borrow Pit, 30 feet east and 20 feet south 100.7
of northwest corner, 5"' lift
Borrow Pit, 17 feet west and 10 feet south 101.4
of northeast corner, 6th lift
Tennis Court, Area 3, final 111.8
Tennis Court, Area 4, final 111.3
Method of Compaction: ASTM D-698
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
114.7 12.4
103.6 18.2
116.9 13.5
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
109.3 14.1 95.2
109.3 11.4 95.2
103.6 20.9 100.0
17.7 98.8
19.0 97.2
19.8 97.9
13.2 95.6
12.9 95.2
Remarks: All densities meet project specifications unless otherwise noted.
Thomas Cranford
Fugro South Technician
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
FUGRO SOUTH INC.
Reviewed By:
FUGRO SOUTH, INC.
'fur-R8
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972)484-8301; Fax (972) 620.7328
MOISTURE/DENSITY RELATIONSHIP OF SOILS
Coppell lSD, cio Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: March 15, 2000
Project No.: 0791-2208
SAMPLE DATE: March 7, 2000
METHOD OF TEST:
SAMPLE IDENTIFICATION:
Sample Description:
Sample Origin:
MOISTURE/DENSITY:
Preparation Procedure:
Rammer Description:
Maximum Dry Density: (Ibs/cu ft)
Optimum Moisture Content (%):
ATTERBERG LIMITS:
Liquid Limit:
Plastic Limit:
Plasticity Index:
GRAIN SIZE:
Percent Passing (-200) Sieve:
ASTM D-698 (a)
Medium brown silty sandy clay with gray shaley clay
and gravel
Imported Fill
Moist
Manual
116.7
13.5
26
12
14
40
Mike Flute
Fugro South Technician
FUGRO SOUTH INC.
SMH/bg
Distribution:
Reviewed By:
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