SC-Coppell MSW-LR011025FUGRO SOUTH, INC.
�GRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
MOISTURE /DENSITY RELATIONSHIP OF SOILS
CLIENT Coppell ISD REPORT DATE: October 25, 2001
PROJECT: Coppell ISD Service Center, Coppell, Texas PROJECT NO : LAB NO
SAMPLE DATE: October 10, 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 ( %):
ATTERBERG LIMITS:
Liquid Limit:
Plastic Limit:
Plasticity Index:
GRAIN SIZE:
Percent Passing ( -200) Sieve:
Skip Martin
Fugro South Technician
ASTM D- 698(A)
Reddish brown clayey sand with some brown, red
and gray clayballs (Select)
Imported Stockpile
Moist
Mechanical
122.9
11.1
18
14
4
36
FUGRO SOUTH INC.
r t
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 Campbe4 -
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl
FUGRO SOUTH, INC.
TEST RESULTS
LOCATION UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Coppell ISD REPORT DATE: October 25, 2001
PROJECT: Coppell ISD Service Center, Coppell, Texas PROJECT NO: 0701 -2233
Page 1
DATE PERFORMED: October 17, 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 clay 97.3 23.4
2 Brown silty clay with some gravel 102.1 20.8
TEST PROCTOR
NO. NO.
1 1
2 1
3 1
4 1
5 2
6 1
7 1
8 inch PVC water line crossino at northwest 93.4 28.2 95.9
firelane, 3 feet below grade
8 inch PVC water line crossing at northwest
firelane, 12 inches below grade
8 inch PVC water line at south side of service,
center building, tested at 75 feet east of
southwest building corner, 12 inches below
grade
8 inch PVC water line at south side of service,
center building, tested at 75 feet east of
southwest building corner, 12 inches below
grade
8 inch PVC water line at south side of service
center building, tested at 50 feet east of
southeast corner, 3 feet below grade
8 inch PVC water lien at south side of service
center building, tested at 50 feet east of
southeast corner, 12 inches below grade
8 inch PVC water line crossing at northeast
firelane, 3 feet below grade
98.0 27.4
95.9 27.9
96.4 28.4
102.4 22.9
92.9 26.7
92.7 28.0
100.7
98.5
95.0
100.3
95.5
95.3
FUGRO SOUTH, INC.
� GRO
■
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Coppell ISD REPORT DATE: October 25, 2001
PROJECT: Coppell ISD Service Center, Coppell, Texas PROJECT NO: 0701 -2233
Page 2
DATE PERFORMED: October 17, 2001
Density Test Method: ASTM D -2922 & 3017 Method of Compaction: ASTM D -698
TEST RESULTS
TEST PROCTOR
NO. NO.
8 1
LOCATION
8 inch PVC water line crossing at northeast
firelane, 12 inches below grade
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
98.0 26.0 100.7
Remarks: All densities meet project specifications unless otherwise noted.
Jose Rivera
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