SC-Coppell MSW-LR010913FUGRO SOUTH, INC. i
2880 virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
MOISTURE/DENSITY RELATIONSHIP OF SOILS
CLIENT: Coppell lSD, c/o K A Sparks REPORT DATE: September 13, 2001
PROJECT: Coppell Middle School West, Coppell, Texas PROJECT NO: 0701-2192
LAB NO:
SAMPLE DATE: August 9, 2001
METHOD OF TEST: ASTM D-698(A)
SAMPLE IDENTIFICATION:
Sample Description: Dark brown clay
Sample Origin: Southwest side of school
MOISTURE/DENSITY:
Preparation Procedure: Moist
Rammer Description: Mechanical
Maximum Dry Density: (Ibs/cu ft) 97.3
Optimum Moisture Content (%): 23.4
ATTERBERG LIMITS:
Liquid Limit: 60
Plastic Limit: 23
Plasticity Index: 37
Dimitru Balas
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 - Larry Davis
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
MOISTURE/DENSITY RELATIONSHIP OF SOILS
CLIENT: Coppell lSD, c/o K A Sparks REPORT DATE: September 13, 2001
PROJECT: Coppell Middle School West, Coppell, Texas PROJECT NO: 0701-2192
LAB NO:
SAMPLE DATE: August 9, 2001
METHOD OF TEST: ASTM D-698(A)
SAMPLE IDENTIFICATION:
Sample Description: Gray silty clay with some gravel and organics
Sample Origin: On-Site
MOISTURE/DENSITY:
Preparation Procedure: Moist
Rammer Description: Mechanical
Maximum Dry Density: (Ibs/cu ft) 98.0
Optimum Moisture Content (%): 24.0
ATTERBERG LIMITS:
Liquid Limit: 59
Plastic Limit: 23
Plasticity Index: 36
Skip Martin
Fugro South Technician
FUGRO SOUTH INC.
Reviewed By: ~' J
SMH/b9
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 - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Mike Elmore
SHW Group - Dale Lilljedahl
~-~IJGI~O
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
MOISTURE/DENSITY RELATIONSHIP OF SOILS
CLIENT: Coppell lSD, c/o K A Sparks REPORT DATE: September 13, 2001
PROJECT: Coppell Middle School West, Coppell, Texas PROJECT NO: 0701-2192
LAB NO:
SAMPLE DATE: August 9, 2001
METHOD OF TEST: ASTM D-698(A)
SAMPLE IDENTIFICATION:
Sample Description: Brown silty clay with some gravel and organics
Sample Origin: On-Site
MOISTURE/DENSITY:
Preparation Procedure: Moist
Rammer Description: Mechanical
Maximum Dry Density: (Ibs/cu ft) 102.1
Optimum Moisture Content (%): 20.8
ATTERBERG LIMITS:
Liquid Limit: 42
Plastic Limit: 20
Plasticity Index: 22
Skip Martin
Fugro South Technician
FUGRO SOUTH INC.
SMH/bg ~ Reviewed By: ~ '~
Distribution:,/r K A Sparks Contractors Inc. - Jim Schooler
/ K A Sparks Contractors Inc. - Jerry Jones (Fax: 972-393-1228)
/ City of Coppell - Lee Stone
C~ty of Coppell- Larry Davis' A.. ~ . . - ' 4 PL~J~'g C.~'~ To
coppell lSD- Uickey Harper CA ,°6t LL-
,w SHW Group - Mike Elmore ~
Group - Dale Lilljedahl /v~ j~ I I.~ I~G' ~.L ~"~'