Magnolia Park-LR 980730 (2)FUGRO SOUTH, INC.
FIELD DENSITY REPORT
CLIENT: Eastern Development
PROJECT: Magnolia Park, Coppell, Texas
806 1
807 1
8O8 1
809 I
810 1
811 1
812 I
Number
2M
Ph (~
REPC
PR
MOISTURE/DENSITY RELATIONS
Material Proc
Dl~criptJon Maximum Dry DMtlity
Tan sandy clay mixed with some light brown clay 96.0
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. WEIGHT
805 1 24 inch storm, Line G, station 5+00, 4 feet 95.0
below grade
24 inch storm, Line G-1 ,station 0+20, 3 92.1
feet below grade
24 inch storm, Line G-l, station 0+50, 2 93.1
feet below grade
24 inch storm, Line G-l, station 0+80, one 92.5
foot below grade
21 inch storm, Latadal G-l, station 93.0
0+68.52, 3 feet below grade
21 inch storm, Latedal G-l, station 0+10, 91.3
2 feet below grade
18 inch storm, Latedal G-l, station 92.0
3+60.66, 3 feet below grade
18 inch storm, Laterial G-I, station 91.9
3+60.66, 2 feet below grade
Remarks:
All densities meet project specifications unless otheMise noted.
Burl Cooper
Fugro South Technician
SMH/kk
Distribution:
Eastern Development - Preston Skaggs
City of Coppell - Larry Davis /
Metro-Plex Excavating - Paul Bosco
0 Vlrgo Lane; Oa#a~, Taxa~ 7~229
72) 484.8301; Fax (9/2) 620-7328
,RT DATE: July 30, 1998
OJECT NO.: 0771-2112
tot Results
(l:~f) Optimum Moisture (%)
23.5
110181 URE
CONTENT I )ERCENT
22,4
25.7
23,7
250
23.3
251
260
95 2
FUGRO SOUTH, INC.
Checked by:
PERCENT OF
MAXIMUM DENSITY
99.0
95.9
97.0
96.4
96.9
95.1
95.8
95.7
FUGRO SOUTH, INC.
28;
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Eastern Development
Magnolia Park, Coppell, Texas
Number
TEST
NO.
813
MOISTURE/DENSITY RELATIONS
REP;
PR
MatsHal Pro~
I:)e~r, ri~ Maximum Dry ~
Dark gray silty day 104.7
TEST RESULTS
PROCTOR LOCATION UNIT DRY MOI~I
NOo WEIGHT CONTENT I
I 33 inch storm sewer, Line F, station 0+50, 101.8 21,
7 feet below grade
814 I 33 inch storm sewer, Line F, station 1+00, 100.5 20.
5 feet below grade
815 I 33 inch storm sewer, Line F, station 1+50, 100.5 21.
3 feet below grade
816 I 33 inch storm sewer, Line F, station 2+00, 100.6 22,
I foot below grade
817 I 33 inch storm sewer, Line F, station 2+50, 100.2 22.
5 feet below grade
818 I 33 inch storm sewer, Line F, station 2+80, 102.4 21,
3 feet below grade
819 I 33 inch storm sewer, Line F, station 3+00, 101.6 21.
2 feet below grade
820 I 33 inch storm sewer, Line F, station 3+40, 100.7 21.
1 foot below grade
821 t 21 inch storm, lateral SD-8, ED-I, station 109.8 15.
1+50, 1 foot below grade
822 I 21 inch storm, lateral SD-E2, station 1+00, 110.3 17.
final
823 1 21 inch storm, lateral SD8-F, station 108.7 17.
15+20, 1 foot below grade
824 1 21 inch storm, lateral SD8-G, station 112.5 15.
3+25, final
825 1 21 inch storm, lateral SD8-H1, station 110.0 16
1+30, I foot below grade
826 1 21 inch storm, lateral SD8-H2, station 113.1 14
1+10, final
I0 virgo Lane; Da#~, Taxa~ 75229
)72) 484-8301; Fax (972) 620.7328
~RT DATE: July 30, 1998
.OJECT NO.: 0771-2112
Page 1
Results
(pcf) Optimum Moimure (%)
20.0
URE PERCENT OF
~..RCENT MAXIMUM DEI~ITY
6 97.2
8 96.0
5 96.0
9 96.1
6 95.7
4 97.8
0 97.0
5 96.2
2 g&g
2 96.3
3 95.0
4 98.3
6 96.1
4 98.8
FUGRO SOUTH, INC.
FIELD DENSITY REPORT
28
972) 4848301;
DIII~, Tex~ 75229
;'ex (972) 620-7328
CUENT: Eastern Development
PROJECT: M.gncii. Park, Coppeli, Texas
REI~
PF
TEaT PROCTOR LOCATION
NO. NO.
TEST RESULTS
CONTENT
827 1
Remarks:
18 inch storm, lateral SD6, staticm 1+57,
final
111.0
All densities meet project specifications unless otherwise noted.
17
Bud Cooper
Fugro South Technician
FUGRO SOUTH, INC.
SMHImv
Distribution:
Eastern Development - Preston Skaggs
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco
Checked by:
~)RT DATE: July 30, 1998
[OJECT NO.: 0771-2112
Page 2
'URE PERCENT OF
F]~RCENI' MAXIMUM DENSITY
,0 96.9