SC-Coppell HS-LR000331FUGRO 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 31, 2000
Coppetl High School, Tennis Court/Parking Lot, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: March 28, 2000
Density Test Method:
Number
1
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Description
Dark gray clay with some gravel
TEST PROCTOR
NO. NO.
211 1
212 1
213 1
214 1
215 1
LOCATION
Method of Compaction: ASTM D-698
Proctor Results
Maximum Dry Density (pcf)
107.4
TEST RESULTS
UNIT DRY MOISTURE
WEIGHT CONTENT PERCENT
Tennis Court Parking Lot Fill Area tested 107.6
at 100 feet east of tennis court and 150
feet south of north end, 9th lift
Tennis Court Parking Lot Fill Area tested 103.9
at 200 feet east of tennis court and 250
feet north of south end, 9u' lift
Tennis Court Parking Lot Fill Area tested 101.7
at 300 feet east of tennis court and 300
feet north of south end, 9u~ lift
Tennis Court Parking Lot Fill Area tested 101.7
at 400 feet east of tennis court and 150
feet north of south end, 9th lift
Tennis Court Parking Lot Fill Area tested 103.0
at 400 feet east of tennis court and 250
feet north of south end, 9th lift
17.8
Optimum Moisture (%)
17.0
PERCENT OF
MAXIMUM DENSITY
100.2
20.0
96.7
22.0
95.0
16.8
95.0
16.7
95.9
Remarks: All densities meet project specifications unless otherwise noted.
Jose Rivera
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:
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
OBSERVATION OF CONCRETE PLACEMENT
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: March 31,200
Project No.: 0791-2208
DATE PERFORMED: March 28, 2000
General Contractor: DaI-Mac
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results / Remarks:
Concrete placement observation was performed at the Tennis Courts #10 and 12
following location:
Time placement began:
Time placement ended:
Total cubic yards placed:
Slump range (inches):
Slump required (inches):
Concrete supplier and plant:
Concrete temperature range (°F):
Strength required (psi/days):
Number of cylinders made:
Superplasticizer used:
11:00 a.m.
2:30 p.m.
230
5.5 to 6.5
5.0
TXI - Plant No. 41
75 - 85°F
3500/28
20
No
Jose Rivera
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.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
DRILLED PIER OBSERVATION REPORT
CLIENT: Coppell lSD, c,/o Dal - Mac Construction Co.
PROJECT: Coppell High School, Tennis CourtJParking Lot, Coppell, Texas
DRILLING CONTRACTOR: Street Foundation
Report Date: March 31,2000
Project No,: 0791-2208
Page 1
DATE PERFORMED: March 28, 2000
Location: Storage Shed North Side of Court
Depth
Shaft to Plan Actual Total
Pier Diameter Bearing Penetra- Penetra- Depth Proper Water Casing
Number in. Material tion ft. tion ft. ft. Alignment Present(~) Used Remarks
ff.
3 18 27.8 9.0 9.3 37.1 Yes Yes(z) Yes
4 18 31.5 9.0 10.2 41.7 Yes No No
2 18 28.7 9.0 9.0 37.9 Yes Yes Yes
1 18 29.5 9.0 9.1 38.6 Yes Yes Yes
Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless
otherwise noted.
Bearing Material: Gray Shale
(1) During drilling operations; however, piers were dry prior to placement of concrete.
(2) Used casing to seal off water
Phillip Forrest
Fugro 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.
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: March 31,2000
Coppell High School, Tennis CourtJParking Lot, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: March 29, 2000
Density Test Method:
Number
1
2
TEST
NO.
216
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Description Maximum Dry Density (pct}
Dark brown silty clay with some organics 96.1
Dark gray clay with some gravel 107.4
218 2 103.3
TEST RESULTS
PROCTOR' LOCATION UNIT DRY
NO. WEIGHT
1 Borrow Pit, 15 feet north and 20 feet 97.6
east of parking lot, 10t~ lift
217 2 Borrow Pit, 20 feet north and 125 feet 106.3
east of parking lot, 10t~ lift
Borrow Pit, 12 feet north and 100 feet
west of parking lot, 10"' lift
All densities meet project specifications unless otherwise noted,
Remarks:
Method of Compaction: ASTM D-698
Proctor Results
Optimum Moisture (%)
18.9
17.0
MOISTURE PERCENT OF
CONTENT PERCENT MAXIMUM DENSITY
20.2 101.5
16.0 98.9
17.8 96.2
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: