Magnolia Park-LR 980702FUGRO SOUTH, INC.
FIELD DENSITY REPORT
CLIENT: Eastem Development REP
PROJECT: Magnolia Park, Coppell, Texas PI;
MOISTURE~ENSITY RELATIONS
Material Pro¢
Number Description Maximum Dry Dermity
1 Dark gray and medium brown very silty clay 110.3
TEST RESULTS
TEST PROCTOR LOCAllON UNIT DRY MOIS~
NO. NO. W~.IGHT CONTENT
603 1 12 inch sanitary sewer, Line A, station 106.1 18
3+50, 18 inches below grade
1 12 inch sanitary sewer, Line A, station 105.1
4+00, 1 foot below grade
I 12 inch sanitary sewer, Line A, station 105.9
' 4+50, 2 feetbe~, grade
606 .' I - :: 12 inch sanitary sewer, Line A,.station 106.4 16
5+00, 1 foot below grade
1 12 inch sanitary sewer, Line A, station 107.6
6+00, 2 1/2 feet below grade
1 12 inch sanitary sewer, Line A, station 107.8
6+50, 1 foot below grade
All densities meet project specifications unless otherwise noted.
604 18
605 17
607 17
608 16
Remarks:
10 Virgo Lane; Dallas, Tex~ 75229
;)72) 484-8301; Fax (972) 6207328
ORT DATE: Ju~y 2, 1998
IOJECT NO.: 0771-2112
tor Results
(pc*f)
Burl Cooper
Fugro South Technician
SMH/mv
Distribution:
·Eastem OeVelo~t -Preston Skaggs.
City of Coppell - Larry Davis ~
Metro-P!eX Excavating - Paul Bosco
Optimum Moisture (%)
16.0
FUGRO SOUTH, INC,
Checked by: ~ r~
1JRE PERCENT OF
=ERCENT MAXIMUM DENSITY
1 96.2
7 95.3
1 96.0
I 96.5
5 97.6
.5 97.7
FUGRO SOUTH, INC.
FIELD DENSITY REPORT
CLIENT: Eastam Development
PROJECT: Magnolia Park, Coppell, Texas
Number
1
28~
Ph (.~
REPI
PR
MOISTURE/DENSITY RELATIONS
Matedal Proc~
D~cription Maximum Dry DenMty
Dark gray and medium brown very silty clay 110.3
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MC)leT
NO. NO. WEIGHT CONTENT f
609 1 12 inch sanitary sawer, Line A, station 109.0 17.
7+00, 2 feet below grade
610 1 12 inch sanitary sewer, Line A, station 107.8 16.
7+50, 1 foot below grade
611 1 12 inch sanitary sewer, Line A, station 105.4 18.
8+00, 4 feet below grade
612 1 12 inch sanitary sewer, Line A, station 108.1 16.
9+00, 2 feet below grade
613 1 12 inch sanitary sewer, Line A, station 107.2 18.
10+00, 1 foot below grade
614 I 12 inch sanitary sawer, Line A, station 106.0 17.
11+00, 4 feet below grade
615 I 12 inch sanitary sewer, Line A, station 105.9 17.
12+00, 2 feet below grade
616 1 12 inch sanitary sewer, Line A, station 104.8 19.
13+00, 1 foot below grade
Remarks: All densities meet project specifications unless otherwise noted.
;) virgo Lane; D-aims, Texa175229
72) 484-8301; Fax (972) 620-7328
)RT DATE: juh/2, 1998
;3JECT NO.: 0771-2112
'.or Results
~)
Burl Cooper
Fugro South Technician
FUGRO SOUTH, INC.
Checked
RE
ERCENT
Optimum Moimure (%)
16.0
PERCENT OF
MAXIMUM DENSITY
99.1
97.7
95.6
98.3
97.2
96.1
95.0
SMHImv
Distribution:
Eastern Development - Preston Skaggs
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco