Magnolia Park-LR 981019FUGRO SOUTH, INC.
CLIENT:
PROJECT:
Number
1
TEST
NO.
970
971
974
975
976
977
978
979
FIELD DENSITY REPORT
Eastern Development
Magnolia Park, Coppell, Texas
0 Vlrgo Lane; Oalla=, Taxa~ 75229
t/Z) 484.a301; Fax (9/2) 620-7328
REPORTI
PROJECT
DATE PERFORMED: October 12, 1998
MOISTURE/DENSITY RELATIONS
Material
Description
Light brown clay (cement treated)
Pro,
Maximum Dry Densit
98.3
TEST RESULTS
PROCTOR LOCATION UNIT DRY
NO. WEIGHT
1 Paving, subgrade, Baukers Cottage, 95.8
station 1+00, final
1 Paving, subgrade, Baukers Cottage, 94.5 2,
station 4+00, final
972 1 Paving, subgrade, Madison Lane, station 95.6 2:
1 +50, final
973 I Paving, subgrade, Madison Lane, station 94.9 2:
4+50, final
Paving, subgrade, Madison Lane, station
7+50, final
Paving, subgrade, Madison Lane, station
10+50, final
Paving, subgrade, Madison Lane, station
13+50, final
Paving, subgrade, Canemount Lane,
station 1 +00, final
Paving, subgrade, Canemount Lane,
station 4+00, final
Paving, su~bgrade, Canemount Lane,
station 7+00, final
Paving, subgrade, Levee Place, station
1+50, final...
Paving, subgrade, Levee Place, station
4+50, final
Paving, subgrade, Levee Place, station
6+50, final
MOB
CONTEN1
2:
96.2 2,
95.3 2,
93.7 2~
97.7 2:
97.1 2:
980 1 96.4 2:
981 1 96.7 2.
982 1 95.9 2
DATE: October 19, 1998
NO.: 0771-2112
Page I
.-tor Results
! (pcf) Optimum Moisture (%)
22.9
TURE PERCENT OF
PERCENT MAXIMUM DENSITY
1.9 97.4
96.1
97.2
.1 96.5
L0 97.8
L7 96.9
95.3
3.9 95.7
99.3
98.7
3.9 98.0
98.3
~,.7 97.5
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
I~ (~rr2) 484.a301: P~x (972) 620.7328
/
FIELD DENSITY REPORT
/
Eastern Development REPORT DATE: October 19, 1998
Magnolia Park, Coppell, Texas PROJECT NO,: 0771-2112
DATE PERFORMED: October 12~ 1998
TEST
NO.
983
984
985
986
987
988
989
990
991
992
993
994
995
996
997
PROCTOR
NO.
LOCATION
TEST RESULTS
UNIT DRY
WEIGHT
Paving, subgrade, Alley E-l, station 1+00,
final
Paving, subgrade, Alley E-l, station 4+00.
final
Paving, subgrade, Alley E-l, station 6+50,
final
Paving, subgrade, Alley E-2, station 1+00,
final
Paving, subgrade, Alley E-2, station 4+00
final
Paving, subgrade, Alley E-2, station 7+00,
final
Paving, subgrade, Alley C, station 0+50,
final
Paving, subgrade, Alley C, station 3+50,
final
Paving, subgrade, Alley A-l, station 0+50,
final
Paving, subgrade, Alley A-l, station 3+50,
final
Paving, subgrade, Alley A-l, station 5+50,
final
Paving, subgrade, Alley A-2, station 0+50,
final
Paving, subgrade, Alley A-2, station 3+50,
final
Paving, subgrade, Alley A-2, station 6+50,
final
Paving, subgrade, Alley A-2, station 9+50,
final
94.7
93.6
93.9
95.2
94.9
94.7
95.1
94.9
93.8
97.4
98.1
96.9
95.0
97.9
96.0
MOIS'
CONTENT
23
2,;
2~
23
23
23
23
23
23
22
23
23
22
22
Page 2
rURE PERCENT OF
PERCENT MAXIMUM DENSITY
.5 95.2
.2 95.5
.6 96.8
.4 96.5
.2 96.3
.8 96.7
.0 96.5
.5 95.4
.1 99.0
.7 99.7
.9 98.5
.7 96.6
.1 99.5
.9 97.6
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
TEST PROCTOR
NO. NO.
998 1
Remarks:
ph (g~2) 484.8301; Fax (972) 620-1328
FIELD DENSITY REPORT
REPORT DATE: October 19, 1998
Eastem Development PROJECT NO.: 0771-2112
Magnolia Park, Coppeli, Texas Page 3
DATE PERFORMED: October 12, 1998
LOCATION
TEST RESULTS
UNIT DRY
WEIGHT
Paving, subgrade, Alley A-2, station
12+50, final
CONTENT
97.6 25
All densities meet project specifications unless otherwise noted.
William Granger
Fugro South Technician
SMHimv
Distribution:
FUGRO SOUTH, IN(::
Checked by:
Eastern Development- Prestop Skaggs
City of Coppell - Larry Davis/
I1JRE PERCENT OF
;'ERCENT MAXIMUM DENSITY
.2 99.2
'1