410
UNIV. OF FLORIDA CIVIL ENG. DEFT.- DR. B.E. RUTH TEST NO. 1
FILE NAME: PAVEMENT-SUBGRADE MATERIALS CHARACTERIZATION
FILE NUMBER: 245-D51
RECORD OF DILATCMETER TEST NO. 1
USING DATA REDUCTION PROCEDURES IN MARCHETTI (ASCE.J-GED,MARCH 80)
KO IN SANDS DETERMINED USING SCEMERIMANN METHOD (1983)
PHI ANGLE CALCULATION BASED ON DURGUNOGLU AND MITCHELL (ASCE,RALEIGH CONF.JUNE 75)
ffll ANGLE NORMALIZED TO 2.72 BARS USING BALIGHS EXPRESSION (ASCE,J-GED,NOV 76)
MODIFIED MAYNE AND KULHAWY FORMULA USED FCR OCR IN SANDS (ASCE,J-GED,JUNE 82)
LOCATION: SR 26C (GILCHRIST CO.) TEST SITE #4.0
PERFORMED DATE: 11-05-85
BY: JLD/DGB/KBT
CALIBRATION INFORMATION:
DELTA A 0.28 BARS DELTA B 0.32 BARS GAGE 0 = 0.05 BARS GWI DEPTH- 1.05 M
ROD DIA.= 4.80 CM FR.RED.DIA.- 3.70 CM ROD WT.= 6.50 KG/M DELTA/FHI= 0.50 BLADE 1=13.70 FM
1 BAR 1.019 KG/CM2 1.044 TSF = 14.51 PSI
z
THRUST
A
B
ED
ID
KD
UO
GAFMA
(M)
(KG)
(BAR)
(BAR)
(BAR)
(BAR)
(T/M3)
*****
******
*****
*****
*****
*****
*****
******
******
0.58
4150.
8.20
34.20
925.
3.72
63.93
0.000
2.150
0.78
3290.
6.80
26.00
678.
3.20
40.33
0.000
2.000
0.98
1360.
4.60
13.40
299.
1.95
23.44
0.000
1.900
1.18
860.
1.30
7.40
200.
4.65
5.88
0.013
1.800
1.38
1745.
2.20
11.80
328.
4.85
8.51
0.032
1.900
1.58
2030.
3.80
15.20
393.
3.30
13.95
0.052
1.900
1.78
1045.
2.60
11.20
291.
3.56
8.93
0.072
1.900
1.98
1180.
2.60
9.40
226.
2.68
8.62
0.091
1.900
2.18
1600.
2.60
9.50
230.
2.75
8.03
0.111
1.900
2.38
1680.
1.60
9.30
259.
5.54
4.27
0.131
1.800
2.58
1370.
1.90
8.40
215.
3.68
5.09
0.150
1.800
2.78
1040.
1.40
7.20
189.
4.55
3.46
0.170
1.800
2.98
1050.
1.50
8.60
237.
5.61
3.36
0.189
1.800
3.18
1115.
1.20
6.20
160.
4.62
2.65
0.209
1.800
3.38
985.
1.30
5.80
142.
3.70
2.81
0.229
1.800
3.58
1125.
1.40
6.70
171.
4.30
2.80
0.248
1.800
3.78
1325.
1.40
7.70
208.
5.56
2.53
0.268
1.800
3.98
1855.
2.00
9.20
240.
4.30
3.66
0.288
1.800
4.18
2540.
2.40
11.30
302.
4.57
4.16
0.307
1.900
4.38
3440.
2.80
13.00
350.
4.53
4.67
0.327
1.900
4.58
7640.
7.80
32.40
874.
3.89
13.08
0.346
2.000
ANALYSIS USES H20 UNIT WEIGHT = 1.000 T/M3
SV
PC
OCR
KO
CU
PHI
M
SOIL TYPE
(BAR)
(BAR)
(BAR)
(DEG)
(BAR)
******
*****
*****
*****
*****
*****
kirftirtrk
*r**r*n***r*r**r*
0.112
36.02
*****
7.36
44.6
3939.1
SAND
0.151
21.65
*****
4.68
43.0
2589.0
SILTY SAND
0.189
11.56
61.33
2.92
37.4
987.9
SILTY SAND
0.211
0.75
3.58
0.69
40.5
408.7
SAND
0.229
1.20
5.26
0.81
44.0
773.9
SAND
0.246
4.59
18.61
1.60
42.0
1107.8
SILTY SAND
0.264
2.47
9.35
1.15
38.5
700.0
SAND
0.282
2.39
8.48
1.09
39.2
534.9
SILTY SAND
0.299
1.90
6.36
0.93
41.6
529.3
SILTY SAND
0.315
0.26
0.83
0.30
44.4
455.3
SAND
0.331
0.84
2.54
0.58
41.6
411.4
SAND
0.347
0.49
1.42
0.44
40.3
299.2
SAND
0.362
0.50
1.38
0.44
40.2
367.5
SAND
0.378
0.29
0.76
0.32
41.1
215.8
SAND
0.394
0.44
1.11
0.40
39.6
198.6
SAND
0.409
0.40
0.98
0.37
40.4
238.8
SAND
0.425
0.26
0.61
0.28
41.8
271.6
SAND
0.441
0.42
0.95
0.34
43.2
391.1
SAND
0.458
0.30
0.65
0.27
45.2
525.8
SAND
0.476
643.1
SAND
0.496
4.85
9.78
1.10
47.4
2408.3
SAND
END OF SOUNDING