Magnolia Park-LR 980722FUGRO SOUTH, INC.
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Eastern Development
Magnolia Park, Coppell, Texas
REP;
PR
Number
1
TEaT PROCTOR
NO. NO.
745 1
746 1
747 1
748 1
749 1
750 1
751 1
752 1
753 1
754 1
755 1
756 1
757 1
758 1
759 1
760 I
MOISTURE/DENSITY RELATIONS
Pro~
IMximum Dry Der~ity
98.3
TEST RESULTS
UNIT DRY MOI81
WEIGHT CONTENT
Levee Place, station 1+00, final 97.6 23 8
Levee Place, station 3+00, final 96.9 24.
Alley C, station 5+70, final 95.1 23.
Alley C, station 7+50, final 94.8 23.5
¢
Natches Trace, station 7+50, final . 94.4 23.4
Natches Trace, station 10+50, final 96.2 24.8
Natches Trace, station 13+50, final 94.8 23.9
Natches Trace, station 16+50, final 95.8 25.2
Alley A-2, station 13+50, final 93.3 23.2
Alley A-2, station 10+50, final 96.6 23.7
Alley A-2, station 7+50, final 97.1 23.
Alley A-3, station 1+00, final 97.4 22.
Natches Trace Circle N., west side, 94.9 24.3
station 0+50, final
Natches Trace Cimle N., east side, station 95.2 23. ;~
0+80, final
Natches Trace Circle N., east side, station 96.1 23.
1+00, final
Natr.,hes Trace Circle N., west side, 95.9 24.
station 0+50, final
Remarks:
William Granger
Fugro South Technician
Material
Description
Light brown clay (cement treated)
LOCATION
SMHImv
Distribution:
All densities meet project specifications unless otherwise noted.
FUGRO SOUTH, INC.
Checked by:
Eastern Development - Preston Skaggs
City of Coppell - Larry Davis /
Metro-Plex Excavating - Paul Bosco
~0 Virgo Lane: DMI~, Taxam 75229
);"2) 484-8301; Fax (9/2) 620-7328
~RT DATE: July 22, 1998
OJECT NO.: 0771-2112
I~r Results
(pGf) Optimum Mo~tum (%)
22.9
URE
)ERCENT
PERCENT OF
MAXIMUM DENSITY
99.2
98.5
g6.7
g6.4
g6.0
97.8
g6.4
97.4
95.0
98.2
98.7
99.0
96.5
96.8
97.7
97.5
FUGRO SOUTH, INC.
2~
CUENT:
PROJECT:
FIELD DENSITY REPORT
Eastern Development
Magnolia Park, Coppell, Texas
REP
PR
Number
1
2
TEST
NO.
751
762
763
764
765
766
767
768
769
770
771
772
773
MOISTURE/DENSITY RELATIONS
Material
Description
Tan shaley sandy clay mixed with brown sandy
clay
Tan sandy clay mixed with some light brown clay
PROCTOR
NO.
1
2
1
1
2
2
1
1
2
Proc
TEST RESULTS
LOCATION
8 inch water line, Natches Track, station
0+50, 3 feet below grade
8 inch water line, Natches Track, station 95.7
1+50, 2 feet below grade
8 inch water line, Natches Track, station 102.7
3+00, I foot below grade
8 inch water line, Natches 99.5
4+50, 3 feet below grade
8 inch water line, Natches 97.9
6+00, '1 foot below grade
8 inch water line, Wavedy 94.0
1+00, 3 feet below grade
8 inch water line, Waverly 95.6
3+00, 2 feet below grade
8 inch water line, Waverty 101.1
5+00, I foot below grade
8 inch water tine, Waverly 99.8
7+00, 3 feet below grade
8 inch water line, Waverly 95.2
9+00, 2 feet below grade
8 inch water line, Waverly Lane, station 102.5
11+00, 1 foot below grade
8 inch water line, Natches Trace, cul-de- 101.9
sac, station 0+50, 3 feet below grade
8 inch water line, Natches Trace, cui-de- 93.9
sac, station 0+80, 2 feet below grade
Track, station
Track, station
Lane, station
Lane, station
Lane, station
Lane, station
Lane, station
Umdmum Dry ~
103.2
UNIT DRY MOI~I
~ CONI~NT I
102.7 19
20
22
22
26
23
lg
21
24
21
2~
0 Virgo Lane; Da#a~, Texam 75229
t72) 4~{~301; Fax (972) 620-732~
)RT DATE: July 22,1998
)JECT NO.: 0771-2112
Page 1
~r Requite
(ixf) optimum ~t~tum (%)
19.5
23.5
5 99.5
8 99.7
I 99.5
8 96.4
5 95.0
4 97.9
,6 99.6
.9 98.0
.2 96.7
.3 99.2
.8 gg.2
.4 98.7
.5 97.8
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Eastern Development
Magnolia Park, Coppetl, Texas
REP(
PI;
774
775
TEST RESULTS
PROCTOR LOCATION UNIT DRY
NO. WEIGHT
777
2 8 inch water line, Levee Place, station 94.1
2+00, I foot below grade
I 8 inch water line, Levee Place, station 101.4
3+00, 3 feet below grade
776 1 8 inch water line, Levee Place, station 99.9
3+50, 2 feet below grade
I 8 inch water line, Levee Place, station 100.2
3+90, I foot below grade
Remarks:
All densities meet project specifications unless otherwise noted.
24
19
21
Bud Cooper
Fugro South Technician
FUGRO SOUTH, INC.
SMH/mv
Distribution:
Eastern Development- Preston Skaggs
City of Coppeil- Larry Davis
Metro-Plex Excavating - Paul Bosco
Checked by: ~
10 Virgo Lane; Daa~. Tex~ 75229
~72) 484-8301; Fax (972) 620-7328
iRT DATE: JuN 22, 1998
OJECT NO.: 0771-2112
Page 2
1JRE PERGENT OF
~ERCENT MAXIMUM DENSITY
3 98.0
7 98.3
1 96.8
2 97.1
FUGRO SOUTH, INC.
2~
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Idagnolia Park, Coppell, Texas
Number
TF.~T
778
779
780
781
782
783
784
785
786
787
788
789
790
Matodal
Description
Tan sandy clay mixed with some light brown clay
MOISTURE/DENSITY RELATIONS
Maximum Dry
96.0
93.6
93.9
91.0
92.5
92.6
93.8
93.3
92.1
93.0
92.3
TEST RESULTS
PROCTOR LOCATION UNIT DRY
NO. WEIGHT
1 8 inch water line, Waverly Lane in Alley, 94.7
north, station 0+50, 3 feet below grade
8 inch water line, VVaverly Lane in Alley,
north, station 1+00, 2 feet below grade
8 inch water line, Waverly Lane in Alley,
north, station 1+50, I foot below grade
I inch water sewer, Waverly Lane, Block
A, Lot 1, 18 inches below grade
I inch water sewer, Waverly Lane, Block
A, Lot 2, I foot below grade
1 inch water sewer, Waverly Lane, Block
A, Lot 3, 18 inches below grade
I inch water sewer, Waverly Lane, Block
A, Lot 4, I foot below grade
I inch water sewer, Waverly Lane, Block
A, Lot 5, 18 inches below grade
1 inch water se~er, Waverty Lane, Block
C, Lot 7, 1 foot below grade
1 inch water sewer, Waverly Lane, Block
C, Lot 8, 18 inches below grade
I inch water sewer, Waverly Lane, Block
C, Lot 9, I foot below grade
I inch water sewer, Waverly Lane, Block
C, Lot 10, 18 inches below grade
1 inch water sewer, Natches Trace, south
cul-de-sac, Block C, Lot 11, I foot below
grade
92.9
REP(
P~
0 virgo Lane; Dalla~ Taxae 75229
~/2) 484-8301; Fax (9/2) 620/328
RT DATE: July 22, 1998
)JECT NO.: 0771-2112
Page 1
Pro,or Re~ult~
De~ity[(~ Optimum I~k~ture (%)
22.t8
26.5
24.
23,
26.7
25.7
24.8
233
24,5
26 1
24 1
26 1
23 7
23.5
PERCENT OF
MAXIMUM DENSITY
98.6
96.7
97.5
98.0
95.0
96.5
97.2
95.9
96.9
96.1
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Eastem Development
Magnolia Park, Coppell, Texas
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
REP;
PR
10 Virgo Lane; Dallas, Te~a~ 75229
)72) 484-8301; F~x (972) 620-7328
~RT DATE: Ju~y 22, 199e
OJECT NO.: 0771-2112
Page 2
MOIS'~CENT PERCENT OF
CONTENT MAXIMUM DEI~ITY
791
792
793
Remarks:
I 1 inch water sewer, Natches Trace, south 92.9
cul-de-sac, Block C, Lot 12, 18 inches
below grade
I I inch water sewer, Natches Trace, south 92.4
cul-de-sac, Block C, Lot 13, I foot below
grade
I I inch water sewer, Natches Trace, south 93.0
cul-de-sac, Block C, Lot 14, I foot below
grade
All densities meet project specifications unless otherwise noted.
24,
25.
23.
Bud Cooper
Fugm South Technician
FUGRO SOUTH, INC.
SMH/mv
Distribution:
Eastern Development- Preston Skaggs
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco
Checked by: ,
3 g6.8
4 96.3
3 g6.9
FUGRO SOUTH, INC.
FIELD DENSITY REPORT
~)v~o Lane;
)72) 484-6301;
Oaaa~, T~ ?~229
Fax (972) ~20-73~
CLIENT: Eest~n Development REP! ~RT DATE: July 22, 1998
PROJECT: M~gno~i~ Park, Copp~, Tex~ PROJECT NO.: 0771-2112
MOISTURE/DENSITY RELATIONS
Material Prm: ~or Re~ul'm
Number Deecrtption Maximum De/Demdty (Imf) Optimum Moletum (%)
1 Tan sandy clay mixed with some light brown clay 96.0 23.5
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. WEIGHT
794 1 39 inch storm, Line B, station 0+60, 8 feet 93.3
below grade
795 1 39 inch storm, Line B, station 1+00, 6 feet 93.7
below grade
796 1 39 inch storm, Line B, station 1+20, 4 feet 92.8
below grade
797 1 39 inch storm, Line B, station 1+40, 2 feet 92.8
below grade
798 1 39 inch storm, Line B, station 1+50, 1 foot 93.7
below grade
Remarks: All densities meet project specifications unless otherwise noted.
Burl Cooper
Fugm South Technician
SMH/mv
Disffibutlon:
Eastam Development - Preston Skaggs
City of Coppell - Larry Davis
Metm-Plex Excavating - Paul Bosco
MOl~l
CONTENT I
25,
24,
25.
25,
FUGRO SOUTH, INC.
Checked b',.'~"'~ / ,
URE PERCENT OF
~RCENT MAXIMUM DENSITY
8 97.2
7 97.6
96.7
8 96.7
2 97.6
FUGRO SOUTH, INC.
FIELD DENSITY REPORT
DaJ~, Tex~ 75229
F~x (972) 620-7328
CLIENT: Eastam Development REP{ )RT DATE: Juh~ 22, 1998
PROJECT: Magn~ Par~ Cop~L Texas Pi ~OJECT NO.: 0771-2112
MOISTURE/DENSITY RELATIONS
Matedal Pro¢tor Re~ult~
Number De~crip~Jon Mmdmmn Dry Density (pcf) Optimum Moisture (%)
1 Tan shaley sandy clay mixed with brown sandy 103.2 19.5
clay
TEST RESULTS
LOCATION UNIT DRY
TEST PROCTOR
NO. NO.
799 1 39 inch storm
below grade
800 I 39 inch storm
below grade
801 I 30 inch storm
below grade
802 I 30 inch storm
below grade
803 1 24 inch storm
below grade
804 1 24 inch storm
below grade
Line G, station 2+00, 6 feet
Une G, station 2+50, 4 fe~t 100.2
Une G, station 3+00, 2 feet 99.9
Line G, station 3+00, 4 feet 99.2
Une G, station 3+50, 2 feet 99.3
Une G, station 4+30, I foot 98.0
100.5
Remarks: All densities meet project specifications unless otherwise noted.
Bob Shea
Fugro South Technician
CONTENI' I
SMHimv
Distribution:
Eastern Development - Preston Skaggs
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco
21¸
21.
20.
23.
FUGRO SOUTH, INC.
URE PERCENT OF
~.RCENT MAXIMUM DENSgW
7 97.4
0 97.1
2 96.8
7 96.1
7 96.2
4 95.0