SC-Coppell MSW-LR020214FUGRO SOUTH, INC.
FIELD DENSITY REPORT
ACRD
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2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
CLIENT: Coppell ISD
REPORT DATE:
February 14, 2002
PROJECT:
Coppell ISD Service Center, Coppell, Texas
PROJECT NO: 0701 -2233
Page 1
DATE PERFORMED: February 12, 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
29
1 Paving subgrade at northwest entrance,
89.7 26.3
95.9
80 feet south from northwest entrance,
final
30
1 Paving subgrade at northwest entrance,
89.9 26.2
96.1
200 feet southwest from northwest
entrance, final
31
1 Paving subgrade at northwest corner of
90.1 27.6
96.3
south parking area, 30 feet east, 80 feet
south from northwest corner of building,
final
32
1 Paving subgrade at northwest corner of
90.9 28.1
97.2
south parking area, 30 feet east, 30 feet
north from southwest corner of parking lot,
final
33
1 Paving subgrade at northwest corner of
90.5 27.8
96.7
south parking area, 60 feet east, 110 feet
north from southwest corner of parking lot,
final
34
1 Paving subgrade at northwest corner of
89.7 26.6
95.9
south parking area, 15 feet north, 60 feet
east from southwest corner of parking lot,
final
35
1 Paving subgrade at northwest corner of
89.2 24.9
95.3
south parking area, 120 feet north, 80 feet
east from southwest corner of parking lot,
final
FUGRO SOUTH, INC.
AM ��
. ./`
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Coppell ISD REPORT DATE February 14, 2002
PROJECT: Coppell ISD Service Center, Coppell, Texas PROJECT NO 0701 - 2233
Page 2
DATE PERFORMED: February 12, 2002
Density Test Method: ASTM D -2922 & 3017 Method of Compaction: ASTM D -698
TEST RESULTS
TEST PROCTOR
NO. NO.
36 1
LOCATION
Paving subgrade at northwest corner of
south parking area, 60 feet south, 80 feet
from northwest corner of building, final
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
89.5 26.5
95.7
Remarks: All densities meet project specifications unless otherwise noted.
Zia Masumi
Fugro South Technician
FUGRO SOUTH INC.
Reviewed By: �---
SM H /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