Magnolia Park-LR 980624FUGRO SOUTH, INC.
2~
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Eastern Development
Magnolia Park, Coppell, Texas
Number
Material
D~cdption
Brown sandy clay mixed with tan and gray
calCareous clay
TEST RESULTS
TEST PROCTOR
NO. NO.
582 1
583 1
584 1
585 · 1
586 1
587 1
588 1
589 1
590 1
591 1
MOISTURE/DENSITY RELATIONS
Maximum Dry
108.3
LOCATION
24 inch RCP, Line B-1 station 1+60, 3
feet below grade
24 inch RCP, Line B-1 station 1+90, 2
feet below grade
24 inch RCP, Line B-2, station 0+50, 1
foot below grade
24 inch RCP, Line B-2, station 1+00, 4
feet below grade
24 inch RCP, Line B-2, station 1+10, 3
feet below grade
24 inch RCP, Line B-2, station 1+20, 2
feet below grade
24 inch RCP, Line B-2, station 1+30, 1
foot below grade
21 inch RCP, lateral B4, Levee Place,
station 1+50, 3 feet below grade
21 inch RCP, lateral B4, Levee Place,
station 1+55, 2 feet below grade
24 inch RCP, lateral B-4, Levee Place,
station 1+60, I foot below grade
REPO
PR
Remarks:
All densities meet
Burl Cooper
Fugro South Technician
SMH/mv
Distribution:
Bo virgo Lane; Dallas, Taxa~ 75229
972) 484-8301; Fax (972) 620-7328
RT DATE: June24, 1998
OJECT NO.: 0771-2112
Pro~r Results
DermityI (pcf) Optimum Moisture (%)
17.5
UNIT DRY MOIS1
WEIGHT CONTENT I
105.4 18.
107.3 17.
106.2 17.
106.0 17.
106.1 19
105.4 19.
105.3 17.
104.0 18.
103.5 19
104.2 18
project specifications unless otherwise noted.
FUGRO 'SOUTH, INC.
Checked by: ~ __
Eastern Development - Preston Skaggs
City of Coppell- Larry Davis''~
Metro-Plex Excavating - Paul Bosco
URE PERCENT OF
)ERCENT MAXIMUM DENSITY
9 97.3
8 99.1
5 98.1
3 97.9
4 98.0
0 97.3
4 97.2
5 96.0
5 95.6
0 96.2
FUGRO SOUTH, INC.
FIELD DENSITY REPORT
CLIENT: Eastern Development REPOI
PROJECT: Magnolia Park, Coppell, Texas PR
MOISTURE/DENSITY RELATIONS
Material Proc
Number De~cription Maximum Dry Density
I Dark gray and medium brown very silty clay 110.3
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOIS1
NO. NO. WEIGHT CONTENT I
592 1 24 inch RCP, Line B-3, station 0+30, 5 108.7 15.
feet below grade
593 1 24 inch RCP, Line B-3, station 0+50, 3 106.6 18.
feet below grade
594 I 24 inch RCP, Line B-3, station 0+60, I 107.5 15.9
foot below grade
595 I 21 inch RCP, Lateral B-3, station 0+10, 2 106.2 17.0
feet below grade
596 I 21 inch RCP, Lateral B-3, station 0+20, I 105.2 17.7
foot below grade
597 I 12 inch sanitary sawer, Line A, station 106.3 17.9
0+50, 4 feet below grade
598 I 12 inch sanitary sewer, Line A, station 106.4 16 5
1+00, 2 feet below grade
599 1 12 inch sanitary sawer, Line A, station 107.6 16 0
1+50, 1 foot below grade
600 1 12 inch sanitary sewer, Line A, station 104.8 18. O
2+00, 4 feet below grade
601 1 12 inch sanitary sewer, Line A, station 105.1 17.3
2+50, 3 feet below grade
602 1 12 inch sanitary sewer, Line A, station 104.4 17.9
3+00, 1 foot below grade
Remarks: All densities meet project specifications unless otherwise noted.
FUGRO SOUTH, INC.
Burl Cooper
Fugro South Technician
80 Virgo Lane; Dallas, Taxa~ 75229
972) 484-8301; Fax (972) 620-7328
=.T DATE: June 24, 1998
OJECT NO.: 0771-2112
tor Results
(pet O~mum taoimum (~)
16.0
URE
'ERCENT
PERCENT OF
MAXIMUM DENSITY
99.5
96.6
97.5
96.3
95.4
96.4
96.5
97.6
95.0
95.3
95.0
SMH/mv
Distribution:
Eastern Development - Preston Skaggs
City of Coppell- Larry Davis
Metro-Plex Excavating - Paul Bosco
Checked by: