SC-Coppell MSW-LR020718FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620~7328
LIME STABILIZED SOIL PULVERIZATION REPORT
CLIENT: Coppell lSD, c/o K A Sparks REPORT DATE: July 18, 2002
PROJECT: Coppell Middle School West, Coppell, Texas PROJECT NO: 0701-2192
DATE PERFORMED: July 17, 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
Percent Percent
Location Passing 1 3/4" Passing #4
Sieve ¢) Sieve ¢)
1 450 feet south off Wrangler Drive on 100 82
Wrangler Circle
2 50 feet south off Wrangler Drive on 100 82
Wrangler Circle
-- (2)
Project Requirementu:
Minimum 100%
Minimum 60%
(2)
At roadway moisture condition.
Item 4.6 of Standard Specifications for Public Works Construction of North Central Texas
Council of Governments, 1993 Edition.
Dan Gazley
Fugro South Technician
FUGRO SOUTH, INC.
Reviewed By:.
SMH/bg
Distribution:
K A Sparks Contractors Inc. - Jim Schooler
K A Sparks Contractors Inc. - Jerry Jones (Fax: 972-393-1228)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell lSD - Mickey Harper
SHW Group - Mike Elmore
SHW Group - Dale Lilljedahl
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 K A Sparks
Coppell Middle School West, Coppell, Texas
Report Date: July 18, 2002
Project No.: 0701-2192
DATE PERFORMED: July 17, 2002
Density Test Method:
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Number Description
1 Dark brown clay
TEST PROCTOR
NO. NO.
25 1
26 1
27 1
28 1
29 1
30 1
LOCATION
60 feet west off of Western Circle, south
side, final
100 feet west off of Western Circle on
south side, final
80 feet west off Western Circle on north
side, final
30 feet west off Western Circle on north
side, final
Retest #25 dated 7-17-02
Retest #26 dated 7-17-02
Method of Compaction: ASTM D-698
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
97.3 23.4
TEST RESULTS
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
88.7 23.3 91.2**
84.8 27.3 87.1 **
96.0 23.9 98.6
93.0 26.9 95.5
94.4 23.2 97.0
94.0 26.5 96.6
Remarks: **Does not meet project specifications for compaction.
Dan Gazley
Fugro South Technician
FUGRO SOUTH INC.
Reviewed By:
SMH/bg
Distribution:
K A Sparks Contractors Inc. - Jim Schooler
K A Sparks Contractors Inc.- Jerry Jones (Fax: 972-393-1228)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell lSD - Mickey Harper
SHW Group - Mike EImore
SHW Group - Dale Lilljedahl
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
LIME STABILIZED SOIL PULVERIZATION REPORT
CLIENT: Coppell lSD, c/o K A Sparks REPORT DATE: July 18, 2002
PROJECT: Coppell Middle School West, Coppell, Texas PROJECT NO: 0701-2192
DATE PERFORMED: July '17, 2002
Contractors on Site:
Remarks: Pulverization/Gradation tests were performed. Locations and results are listed below:
LIME STABILIZED SOIL PULVERIZATION TEST RESULTS
Percent Percent
Location Passing 1 3/4" Passing #4
Sieve ¢) Sieve ¢)
1 Bus Pickup and Drop-off, south side, 100
10 feet from end
2 Bus Pickup and Drop-off, north side, 100
15 feet from end
3 Bus Pickup and Drop-off at center 100
4 Retest on south side, 5 feet from end 100
5 Retest on north side, 10 feet from end 100
Minimum 100%
Project Requirements: (2)
61
51
70
71
70
Minimum 60%
(1)
(2)
At roadway moisture condition.
Item 4.6 of Standard Specifications for Public Works Construction of North Central Texas
Council of Governments, 1993 Edition.
Julio Perez
Fugro South Technician
SMH/bg
Distribution:
FUGRO SOUTH, INC.
Reviewed By:.
K A Sparks Contractors Inc. - Jim Schooler
K A Sparks Contractors Inc. - Jerry Jones (Fax: 972-393-1228)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell lSD - Mickey Harper
SHW Group - Mike Elmore
SHW Group - Dale Lilljedahl