SC-Coppell HS-LR000515FUGRO SOUTH, INC.
2880 VIr~o Lane; Dallas, Texas 75229
Ph (9;2)484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot, Coppell, Texas
REPORT DATE: May 15, 2000
PROJECT NO: 0791-2208
DATE PERFORMED: May 11, 2000
Density Test Method:
Number
1
Description
Tan silty sandy clay with limestone fragments and
calcareous nodules
TEST PROCTOR
NO. NO.
239 1
240 1
241 1
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Maximum Dry Density (pcf)
102.3
LOCATION
Method of Compaction: ASTM D-698
Proctor Results
Optimum Moisture (%)
17.1
TEST RESULTS
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
102.3 17.8 100.0
102.6 18.0 100.3
Restrooms Subgrade at Tennis Courts, 5
feet east of west wall, final
Restrooms Subgrade at Tennis Courts, 5
feet east of west wall, 1 foot below grade
Restrooms Subgrade at Tennis Courts, 2
feet east of east wall, final
103.2 18.9 100.9
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 - Lee Stone
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.
CLIENT:
PROJECT:
2880 Virgo lane; Dallas, Texas 7522g
Ph (972) 484-8301; Fax (972) 620-'/328
OBSERVATION OF CONCRETE PLACEMENT
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: May 15, 2000
Project No.: 0791-2208
DATE PERFORMED: May 12, 2000
General Contractor: DaI-Mac
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results / Remarks:
Concrete placement observation was performed at the
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:
Tennis Court Parking Lot - Placement #3 - Panel #1 -
South End to North Drive, ~2 - South End to 80 feet
North Drive and #3 - South End to 80 feet North Drive
6:45 a.m.
3:10 p.m.
600
7-3/4 to 6-1/2
3
Lattimore - Plant No. 3 & 7
81 - 87°F
3000/28
6 sets of 4
No
Dillon / Phillip Forrest
Fugro South Technician
FUGRO SOUTH, INC.
SMH/bg
Distribution:
Reviewed By:
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford