SC-Coppell MSW-LR020312FUGRO 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 12, 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
40
1 Southwest parking lot subgrade, tested at
92.3
28.3
98.5
75 feet east of west end and 100 feet
north of south end, final
41
1 Southest parking lot subgrade, tested at
92.5
28.7
98.8
30 feet north of south end and 150 feet
east of west end, final
Remarks: All densities meet project specifications unless otherwise noted.
Jose Rivera
Fugro South Technician FUGRO SOUTH INC.
Reviewed By: `J_!
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.
:1
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
LIME STABILIZED SOIL PULVERIZATION REPORT
CLIENT: Coppell ISD REPORT DATE: March 12, 2002
PROJECT: Coppell ISD Service Center, Coppell, Texas PROJECT NO: 0701 -2233
DATE PERFORMED: March 5, 2002
Contractors on Site: K.A. Sparks
Remarks: Pulverization /Gradation tests were performed. Locations and results are listed below:
LIME STABILIZED SOIL PULVERIZATION TEST RESULTS
Location
Percent Percent
Passing 1 3/4" Passing #4
Sieve (') Sieve I ' )
1 Southeast parking lot area, tested at
50 feet north and 50 feet west of
southeast corner
2 Southeast parking lot area, tested at
100 feet north and 100 feet west of
southeast corner
Project Requirements: (2)
100 1 61
100 63
Minimum 100% Minimum 60%
(') At roadway moisture condition.
(2) Item 4.6 of Standard Specifications for Public Works Construction of North Central Texas
Council of Governments, 1993 Edition.
Jose Rivera
Fugro South Technician
FUGRO SOUTH, INC.
Reviewed By: — 1: ) - L
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.
�6R0
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT:
Coppell ISD
REPORT DATE March 12, 2002
PROJECT: Coppell ISD Service Center, Coppell, Texas
PROJECT NO : 0701 - 2233
DATE PERFORMED:
March 6, 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
42
1 Parking and drive paving on east side of
89.3
25.2
95.4
building drive, final
43
1 Parking and drive paving 50 feet south off
92.8
24.8
99.0
northesat corner of building, final
44
1 Parking and drive paving at southeast
95.3
24.8
101.8
corner of building, 75 feet northeast, final
45
1 Parking and drive paving at bus parking
89.0
24.4
95.0
southeast, Lot 28, final
46
1 Bus parking southwest corner, Lot 20,
94.8
27.7
101.3
final
47
1 Bus parking southeast corner, Lot 34, final
94.9
25.5
101.3
48
1 Bus parking southwest corner, Lot 14,
89.0
26.0
95.0
final
Remarks: All densities meet project specifications unless otherwise noted.
Sammy Roberts
Fugro South Technician
FUGRO SOUTH INC.
Reviewed By:
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