SC-Coppell MSN-LR 970703�GRO
FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Coppell ISD REPORT DATE July 3, 1997
PROJECT: Coppell Middle School North Sitework, Coppell, Texas PROJECT NO.: 0771 -2094
Page 1
DATE PERFORMED: June 27, 1997
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) optimum Moisture ( %)
1 Tan, yellow, brown and gray shaley clay mix 105.5 20.2
2 Dark gray and brown silty clay with organics 107.6 17.7
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
88
1
Storm drain, line C, station 1 +70, 1st lift
101.9
21.8
96.6
89
1
Storm drain, line C, station 1 +90, 2nd lift
104.0
18.9
98.6
90
2
Storm drain, line C, station 1 +95, final
106.4
19.9
98.9
91
2
Storm drain, line C, station 4 +55, 1 st lift
104.2
21.3
96.8
92
2
Storm drain, line C, station 4 +62, final
107.2
18.5
99.6
93
1
Storm drain, line c, station 6 +50, final
105.9
21.8
100.4
94
1
6 inch sanitary sewer, 100 feet south of
100.4
22.2
95.1
elementary school, 1st lift
95
1
6 inch sanitary sewer, 100 feet south of
100.9
21.6
95.6
elementary school, 2nd lift
96
1
6 inch sanitary sewer, 100 feet south of
1 00.2
21.9
95.0
elementary school, 3rd lift
97
1
6 inch sanitary sewer, 100 feet south of
100.6
22.6
95.4
elementary school, 4th lift
98
1
6 inch sanitary sewer, 100 feet south of
101.8
23.3
96.5
building, 5th lift
99
1
6 inch sanitary sewer, 30 feet south of
102.8
22.1
97.4
exiting building, 25 feet east of manhole,
1st lift
100
1
6 inch sanitary sewer, 30 feet south of
100.2
23.2
95.0
exiting building, 30 feet east of manhole,
2nd lift
FUGRO- McCLELLAND (SOUTHWEST), INC.
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: July 3, 1997
PROJECT: Coppell Middle School North Sitework, Coppell, Texas PROJECT NO.: 0771 -2094
Page 2
DATE PERFORMED: June '27, 1997
TEST RESULTS
TEST PROCTOR
NO. NO.
101 1
LOCATION
6 inch sanitary sewer, 30 feet south of
exiting building, 40 feet east of manhole,
final
101.2 22.4
— Fu ' GRO
1
95.9
Remarks: All densities meet project specifications unless otherwise noted.
Bob Shea
Fugro - McClelland Technician
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by:
SMH /mv
Distribution: Coppell ISD - Mickey Harper
K A Sparks Contractors, Inc. - E. J. Williams
K A Sparks Contractors, Inc. - Jim Schooler
City of Coppell - Garreth Campbell
SHW Group - Joe Craddock
SHW Group - Mike Elmore