SC-Coppell MSW-LR011005FUGRO SOUTH, INC.
�GR0
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT Coppell ISD, c/o K A Sparks Report Date October 5, 2001
PROJECT Coppell Middle School West, Coppell, Texas Project No .: 0701 - 2192
DATE PERFORMED: September 28, 2001
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 brown sandy silty clay with gravel 117.4 11.4
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
20 1 New parking lot between school and 121.1 11.1 103.2
Wrangler Road near southwest corner
parking lot, final
21 1 New parking lot between school and 118.1 10.9 100.6
Wranger Road near center of parking lot,
final
22 1 New parking lot between school and 116.9 10.6 99.6
Wrangler Road near northeast corner of
parking lot, final
Remarks: All densities meet project specifications unless otherwise noted.
Skip Martin
Fugro South Technician
FUGRO SOUTH INC.
Reviewed By: -- r) , �Z .
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 ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl
FUGRO SOUTH, INC.
A GRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
LIME STABILIZED SOIL PULVERIZATION REPORT
CLIENT: Coppell ISD, c/o K A Sparks REPORT DATE: October 5, 2001
PROJECT: Coppell Middle School West, Coppell, Texas PROJECT NO: 0701 -2192
DATE PERFORMED: Septemer 24, 2001
Contractors on Site:
Remarks: Pulverization /Gradation tests were performed. Locations and results are listed below:
LIME STABILIZED SOIL PULVERIZATION TEST RESULTS
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 ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl
Percent
Percent
Location
Passing 1 3/4"
Passing #4
Sieve
Sieve l'I
1 Northwest parking lot, east half
100
64
2 Northwest parking lot, west half
100
66
Project Requirements: (2)
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.
Zia Masumi
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 ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl
FUGRO SOUTH, INC.
A ��
� M
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
MOISTURE /DENSITY RELATIONSHIP OF SOILS
CLIENT: Coppell ISD, c/o K A Sparks REPORT DATE: October 5, 2001
PROJECT Coppell Middle School West, Coppell Texas PROJECT NO 0701 -2192
LAB NO:
SAMPLE DATE: September 24, 2001
METHOD OF TEST:
SAMPLE IDENTIFICATION:
Sample Description:
Sample Origin:
MOISTURE /DENSITY:
Preparation Procedure:
Rammer Description:
Maximum Dry Density: (lbs /cu ft)
Optimum Moisture Content ( %):
Zia Masumi
Fugro South Technician
ASTM D- 698(A)
Dark brown sandy silty clay with gravel (lime
treated)
Northwest Parking
Moist
Mechanical
117.4
11.4
FUGRO SOUTH INC.
Reviewed By: :i? —
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 ISD - Mickey Harper
SHW Group – Mike Elmore
SHW Group – Dale Lilljedahl