428
UJIXV. OF FLORIDA CIVIL ENG. DEPT.- DR. B.E. RUTH TEST NO. 3
FILE NAME: PAVEWENT-SUBGRADE MATERIALS CHARACTERIZATICN
FILE NUMBER: 245-D51
RECORD OF DILATCMETER TEST NO. 3
USING DATA REDUCTION PROCEDURES IN MARCHEITI (ASCE.J-(JED,MARCH dO)
KO IN SANDS DETERMINED USING SCIMERTMANN METHCO (1983)
EHI ANGLE CALCULATION BASED ON DURGUNOGLU AND MITCHELL (ASCE,RALEIGH CONF.JUNE 75)
FHI ANGLE NORMALIZED TO Z.72 BARS USING BALIGH'S EXPRESSION (ASCE,J-GED,NOV 76)
MODIFIED MAYNE AND KULHAWY FORMULA USED FOR OCR IN SANDS (ASCE.J-GED. JUNE 32)
LOCATION: SR 12 (GADSDEN CO.) TEST SITE #4. 5
PERFORMED DATE: 08-12-36
BY: DAVE/KWASI/ED
CALIBRATION INFORMATION:
DELTA A 0.22 BARS DELTA B 1.AO BARS
ROD DIA.- 3.70 CM FR.RED.DIA.- 3.70 CM
1 BAR
- 1.019 KG/CM2
- 1.044 TSF
- 14.51
. FSI
z
THRUST
A
B
ED
ID
KD
uo
GAf-MA
CM)
r****
(KG)
******
(BAR)
*****
(BAR)
*****
(BAR)
***** *****
*****
(BAR)
******
(T/M3)
******
0.24
1950.
4.10
13.50
466.
3.70
82.52
0.000
2.000
0.44
3225.
11.90
34.20
753.
1.97
0.000
2. 150
0.64
2510.
9.40
28.70
644 .
2. 14
67.65
0.000
2. 150
0.34
1640.
6.30
20.50
458.
2.26
34.84
0.000
2.000
1.04
1030.
4.30
15.10
334.
2.40
19.57
0.000
1.900
1.24
305.
3.10
11.90
262.
2.59
12.02
0.000
1.900
1.44
640.
2.50
10.10
213.
2.65
8.48
0.000
1.900
1.64
640.
2.50
9.80
207.
2.50
7.53
0.000
1.900
1.34
725.
3.00
11.20
240.
2.43
8.02
Q.OOQ
1.900
2.04
795.
3.00
11.30
243.
2.47
7.25
0.000
1.900
2.24
345.
3.00
11.70
258.
2.64
6.57
0.000
1.900
2.44
aso.
3.10
12.30
276.
2.75
6.20
0.000
1.900
2.64
995.
3.20
12.80
291.
2.32
5.90
0.000
1.900
2.84
1080.
3.70
14.10
320.
2.69
6.35
0.000
1.900
3.04
1115.
3.30
13.90
327.
3.12
5.23
0.000
1.900
3.24
1325.
4.00
15.20
349.
2.73
6.00
0.000
1.900
3.44
1510.
4.70
17.20
396.
2.64
6.61
0.000
2.000
3.64
1200.
3.00
14.40
324.
2.57
5.24
0.000
1.900
3.34
970.
3.90
13.30
302.
2.33
5.02
0.000
1.300
4.04
1030.
4.00
14.00
305.
2.35
4.90
0.000
1.900
4.24
1165.
5.00
16.50
360.
2.22
5.80
0.000
2.000
4,44
1625.
6.30
24.20
593.
3.02
6.70
0,000
2.000
4.64
2205.
6.70
23.80
564.
2.67
6.90
0.000
2.000
4.34
2345.
6.90
25.00
600.
2.77
6.76
0.000
2.000
5.04
2705.
7.60
27.30
659.
2.76
7.13
0.000
2.000
5.24
3130.
10.80
35.20
a3o.
2.43
9.78
0.000
2.150
5.44
2945.
9.20
30.10
702.
2.41
8.03
0.000
2.150
5.64
2565.
8.00
25.60
582.
2.28
6.79
0.000
2.000
GAGE 0
- 0.05
BARS
GWT DEFTH-10.
,00 M
RCO WT.
6.50
KG/M
DELTA/PHI- 0.
.50
BLADE T-13.70 PM
analysis uses
H20 UNIT WEIGHT -
1.000 T/M3
sv
rc
OCR
KO
cu
PHI
M
SOIL '
TYPE
(BAR)
(BAR)
(BAR)
(DEG)
(BAR)
******
*****
*****
*****
*****
*****
******
***********1
0.044
2094.5
BAND
0.066
15.41
J8.7
3702.5
SILTY
SAND
0. 126
61.70
8.20
Jd.o
2776.4
SILTY
SAND
0.168
22.64
4.29
37.1
1637.5
SILTY
SAND
0.205
9.32
45.46
2.50
35.9
1043.8
SILTY
SAND
0.242
4.47
18.45
1.62
35.0
699.5
SILTY
SAND
0.230
2.35
10.20
1.24
33.7
512.7
SILTY
SAND
0.317
2.67
8.42
1.13
33.3
464.5
SILTY
SAND
0.354
3.36
9.49
1.20
33.2
551.5
SILTY
SAND
0.391
3.06
7.81
1.09
34.0
537.7
SILTY
SAND
0.429
2.61
6.54
1.01
34.4
548.2
SILTY
SAND
0.466
2.77
5.94
0.96
34.5
573.a
SILTY
SAND
0.503
2.70
5.36
0.91
35.2
592.0
SILTY
SAND
0.541
3.31
6.12
0.97
35.1
670.5
SILTY
SAND
0.578
2.50
4.32
0.82
35.6
633.6
SILTY
SAND
0.615
3.30
5.36
0.91
36.3
714.6
SILTY
SAND
0.654
4.11
6.28
0.98
36.5
844.7
SILTY
SAND
0.692
3.13
4.53
0.85
35.1
621.5
SILTY
SAND
0.729
3. J5
4.60
0.88
32.7
564.9
SILTY
SAND
. 766
J.J1
4.32
0.85
33.5
564.6
SILTY
SAND
0.806
4.67
5.30
0.97
32.9
719.9
SILTY
SAND
0.845
5.30
6.37
1.03
35.1
1276.2
SILTY
SAND
0.884
5.37
6.64
1.00
37.5
1223.4
SILTY
SAND
0.923
5.37
6.36
0.98
37.8
1293.8
SILIY
SAND
0.963
6.54
6.79
1.00
38.5
1450.2
SILTY
SAND
1.005
12.48
12.42
1.34
37.3
2058.6
SILTY
SAND
1.047
9.01
8.60
1.13
38.0
1616.3
san
SAND
1.086
7.14
6.57
1.00
37.4
1248.3
SILTY
SAND
END OF SOUNDING