SC-Coppell HS-LR000114FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
MOISTURE/DENSITY RELATIONSHIP OF SOILS
Coppell ISD, c/o Dal - Mac Construction Co.
Coppell High School, Multi Purpose Building
Coppell, Texas
Report Date: January 14, 2000
Project No.: 0791-2208
SAMPLE DATE: January 11, 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)
Reddish brown clayey sand (Select)
On-Site stockpile
Moist
Mechanical
116.9
13.5
20
14
6
26
David Peters
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
OBSERVATION OF CONCRETE PLACEMENT
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Multi Purpose Building
Coppell, Texas
Report Date: January 14, 2000
Project No.: 0791-2208
DATE PERFORMED: January 12, 2000
General Contractor: DaI-Mac
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results I Remarks:
Concrete placement observation was performed at the Grade Beam (the south half) of Multi-Purpose Area at
following location: the southwest comer
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:
12:00 p.m.
4:00 p.m
80
5.5
5+1
Lattimore
81OF
3000128
4
No
David Peters
Fugro South Technician
FUGRO SOUTH, INC.
SMHIbg
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
OBSERVATION OF CONCRETE PLACEMENT
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Multi Purpose Building
Coppell, Texas
Report Date: January 14, 2000
Project No.: 0791-2208
DATE PERFORMED: January 13, 2000
General Contractor: Cortez Group
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results I Remarks:
Concrete placement observation was performed at the Grade Beams, Area B, Line 14 to 11.4 - Line K to R
following location: All grade beams within these perimeters
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:
2:00 p.m.
5:00 p.m.
63
5.0 - 5-1/4
5+_1
Lattimore
78OF
3000/28
4
No
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
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 7,5229
Ph (972) 484-8301; Fax (972) 620-7328
MOISTURE/DENSITY RELATIONSHIP OF SOILS
Coppell lSD, c/o Dal - Mac Construction Co. Report Date: January 14, 2000
Coppell High School, Multi Purpose Building Project NO.: 0791-2208
Coppell, Texas
SAMPLE DATE: JanUary ?~ 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:
ASTM D-698(A)
Reddish brown clayey sand with clayba, lls and bits of
concrete
Behind east side stadium bleachers (existing soil)
Moist
Mechanical
122.1
11.3
18
8
10
Greg Forsythe
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