SC-Coppell MSW-LR020311FUGRO SOUTH, INC.
rims CIRD
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
OBSERVATION OF CONCRETE PLACEMENT
CLIENT: Coppell ISD REPORT DATE: March 11, 2002
PROJECT: Coppell ISD Service Center, Coppell, Texas PROJECT NO: 0701 -2233
DATE PERFORMED: March 7, 2002
General Contractor: Cortez
Method of Test: Applicable ACI Recommendations and ASTM Standards
Results / Remarks:
Concrete placement observation was
performed at the following location: Paving at parking lot on south end of project
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:
Julio Villarreal
Fugro South Technician
SMH /bg
Distribution
4:00
12:00
700
4.50 to 5.5
5.0
Hanson -Plant No: 27
45 - 52 °F
7/28
24
No
FUGRO SOUTH, INC.
Reviewed By:
K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Rick McKinney (Fax: 972 - 462 -9320)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl
FUGRO SOUTH, INC.
�fsRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
OBSERVATION OF CONCRETE PLACEMENT
CLIENT: Coppell ISD REPORT DATE March 11, 2002
PROJECT: Coppell ISD Service Center, Coppell, Texas PROJECT NO: 0701 -2233
DATE PERFORMED: March 6, 2002
General Contractor: Coppell ISD
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:
Hector Salazar
Fugro South Technician
Paving at north parking lot firelane and southwest half
of parking lot
3:00 a.m.
2:00 p.m.
710
4.0 to 6.0
5.0
Hanson -Plant No: 27
53 - 60 °F
4000/28
28
No
FUGRO SOUTH, INC.
Reviewed By: '-tx ��
SMH /bg
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Rick McKinney (Fax: 972 - 462 -9320)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl
FUGRO SOUTH, INC.
�GRO
2880 Virgo Lane; Dallas, Texas 75229
Ph(972)484 -8301; Fax(972)620 -7328
FIELD DENSITY REPORT
CLIENT: Coppell ISD
PROJECT Coppell ISD Service Center, Coppell, Texas
REPORT DATE March 11, 2002
PROJECT NO : 0701 -2233
DATE PERFORMED: March 5, 2002
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 Dark gray clay with organics (lime treated) 93.6 24.2
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
37
1
Parking lot on north side of building, 50
90.4
24.6
96.6
feet east of firelane on west side, final
38
1
Parking lot on north side of building, 150
90.6
27.2
96.8
feet east of firelane on west side, final
39
1
Parking lot on north side of building, 250
93.0
24.4
99.4
feet east of firelane on west side, final
Remarks: All densities meet project specifications unless otherwise noted.
William Granger
Fugro South Technician
FUGRO SOUTH INC.
Reviewed By:
SMHIbg
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Rick McKinney (Fax: 972 - 462 -9320)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl