Magnolia Park-LR 980824FUGRO SOUTH, INC.
FIELD DENSITY REPORT
28
Ph
30 Virgo Lane;
972) 484-8301;
CLIENT:
PROJECT:
Number
1
Eastern Development
Magnolia Park, Coppetl, Texas
REPOR
PF
DATE PERFORMED: Au~lust 7, 1998
MOISTURE/DENSITY RELATIONS
Material
DescHption
Brown and gray shaley clay
TEST PROCTOR
NO. NO.
942 1
943 I
944 1
945 I
946 I
947 1
948 1
LOCATION
'O
Dallas, Texas 75229
Fax (972) 620-7328
949 I
950 1
951 1
952 1
953 1
I' DATE: August 24, 1998
',OJECT NO.: 0771-2112
Page 1
954 1
955 1
Proc
Maximum Dry Den~it3
97.0
TEST RESULTS
21 inch storm sewer, Line E, station 0+50,
4 feet below grade
21 inch storm sewer, Line E, station 0+90, 93.2
3 feet below grade
21 inch storm sewer, Line E, station 1+00, 963.7
2 feet below grade
21 inch storm sewer, Line E, station 1+25, 93.0
1 foot below grade
8 inch water line, Madison Street, Block E, 91.8
Lot 19, 3 feet below grade
8 inch water line, Madison Street, Block E, 94.5
Lot 18, 2 feet below grade
8 inch water line, Canement Lane, Block 93.9
E, Lot 18, 1 foot below grade
8 inch water line, Canement Lane, Block 93.4
E, Lot 17, 3 feet below grade
8 inch water line, Canement Lane, Block 93.2
E, Lot 16, 1 foot below grade
8 inch water line, Canernent Lane, Block 93.8
E, Lot 16, 3 feet below grade
8 inch water line, Canement Lane, Block 92.8
E, Lot 15, 2 feet below grade
8 inch water line, Canement Lane, Block 91.7
E, Lot 14, I foot below grade
8 inch water line, Canement Lane, Block 93.2
E, Lot 13, 2 feet below grade
8 inch water line, Canement Lane, Block 93.0
E, Lot 12, I foot below grade
for Results
(pcf) Optimum Moisture (%)
24.0
UNIT DRY MOIS'
WEIGHT CONTENT
96.2 23
28
25
24
2E
2~
2(
2~
2{
2:
~JRE PERCENT OF
PERCENT MAXIMUM DENSITY
.0 99.2
.0 96.1
.2 96.6
.8 95.9
.8 95.0
.1 97.4
.3 96.8
,.2 96.3
..1 96.1
L0 96.7
i.2 95.7
L9 95.0
96.1
95.9
FUGRO SOUTH, INC.
FIELD DENSITY REPORT
28
}0 Virgo Lane;
972) 484-8301;
Dallas. Texas 75229
Fax (972) 620-7328
CLIENT:
PROJECT:
TEST PROCTOR
NO. NO.
956 1
Remarks:
Eastern Development
Magnolia Park, Coppell, Texas
DATE PERFORMED: August 7' 1998.
TEST RESULTS
LOCATION UNIT DRY
8 inch water line, Canement Lane, Block
E, Lots 8 and 7, 1 foot below grade
REPOF
PI;
WEIGHT
MOIS1
T DATE: August 24, 1998
,OJECT NO.: 0771-2112
Page 2
'URE PERCENT OF
91.8
All densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro South Technician
CONTENT )ERCENT MAXIMUM DENSITY
25 9 95.0
SMH/mv
Distribution:
Eastem Development - Preston Skaggs
City of Coppeil - Larry Davis
FUGRO SOUTH, INC.
Checked by:~-"~'''~