429
UNIV. OF FLORIDA CIVIL ENG. DEPT. DR. B.E. RUTH TEST NO. 1
FILE NAME: PAVEMENT-SUBGRADE MATERIALS CHARACTERIZATION
FILE NUMBER: 245-D51
RECORD OF DILATOMETER TEST NO. 1
USING DATA REDUCTION PROCEDURES IN MARCHETTI (ASCE.J-GED.MARCH SO)
KQ IN SANDS DETERMINED USING SCUMERTMANN METHOD (1983)
PHI ANGLE CALCULATION BASED ON DURGUNOGLU AND MITCHELL (ASCE.RALEIGH CONF.JUNE 75)
PHI ANGLE NORMALIZED TO 2.7Z BARS USING BALIGHS EXPRESSION (ASCE.J-GED,NOV 76)
MODIFIED MAINE AND KULHAWY FORMULA USED FOR OCR IN SANDS (ASCE.J-GED,JUNE 62)
LOCATION: SR ISC (MARTIN CO.) TEST SITE itt.5
PERFORMED DATE: 09-30-86
BY: DAVE/KWASI/ED
CALIBRATION INFORMATION:
DELTA A 0.22 BARS DELTA B 1.30 BARS GAGE 0 0.05 BARS GWT DEPTH- 1.67 M
ROD DIA.- 3.70 CM FR.RED.DIA.- 3.70 CM ROD WT.- 6.50 KG/M DELIA/PHI- 0.50 BLADE T-13.70 IM
1 BAR 1.019 KG/CM2 1.04* TSF 14.51 PSI ANALYSIS USES H20 UNIT WEIGHT 1.000 T/M3
z
(M)
THRUST
(KG)
A
(BAR)
B
(BAR)
ED
(BAR)
ID
KD
UO
(BAR)
GArtlA
(T/M3)
sv
(BAR)
PC
(BAR)
OCR
KO
CU
(BAR)
PHI
(DEC)
M
(BAR)
SOIL TYPE
0.39
2790.
0.50
16.20
492.
21.16
0.84
0.000
1.800
0.800
418.2
SARD
F01 -
-0.04
PO -
0.67
pi -
14.85
0.59
1985.
5.00
13.40
251.
1.50
5.78
0.000
1.800
0.835
3.36
4.74
0.84
38.1
493.3
SARD* SILT
0.79
880.
2.60
8.00
141.
1.58
2.36
0.000
1.300
0.871
1.33
2.22
0.64
32.6
133.0
SANDY SILT
0.99
2330.
3.30
18.30
513.
5.34
3.05
0.000
1.900
0.908
0.87
0.36
0.35
42.6
752. J
SAND
1.19
3605.
6.50
25.10
622.
3.08
6.14
0.000
2.000
0.94 7
4.00
4.22
0.76
41.3
1232.1
SILTV SAND
1.39
3195.
6.40
30.40
819.
4.33
5.52
0.000
2.000
0.986
3.68
3.73
0.73
40.9
1625.0
SAND
1.59
1675.
7.60
23.30
517.
2.11
s.as
0.000
2.000
1.026
7.37
7.67
1.10
33.5
1112.3
SILTY SAND
1.79
640.
1.30
4.20
50.
1.03
1.33
0.000
1.600
1.057
0.56
0.53
0.34
42. 7
SILT
1.99
380.
1.00
3.10
21.
0.54
1.05
0.012
1.600
1.077
0.39
0.37
0.25
0.106
18.0
SILTT CLAV
2.19
335.
1.00
2.90
14.
0.36
1.03
0.031
1.600
1.089
Q .39
0.35
a. 24
0.104
11.3
SILTY CLAY
2.39
290.
0.90
2.70
10.
0.29
0.91
0,051
1.500
1.098
0.32
0.30
0.19
0,091
3; 7
MUD
2.59
315.
0.90
2.70
10.
0.30
0.89
0,071
1.500
1.108
0.31
0.28
0.18
0.039
3. 7
MUD
2.79
400,
1.00
3.00
17.
0.48
0.94
0.090
1.600
1.120
0.35
0.31
0.20
0.096
14 3
SILTY CLAV
2.99
400.
1.20
3.00
10.
0.24
1.10
0. 110
1.500
1.130
0.45
0.40
0.27
0.118
d. 7
MUD
3.19
44Q.
1.00
2.60
3.
0.08
0.91
0.130
1.500
1.140
0.33
0.29
0.13
0.094
2.5
MUD
3.39
515.
0.80
2.40
3.
0. 10
0.71
0.149
1.500
1.149
0.23
0.20
0. 10
0.089
2. 5
MUD
3.59
575.
1.10
2.70
3.
o.oa
0.95
0.169
1.500
1.159
0.36
0. J1
0.21
0.100
2.5
MUD
3.79
720.
1.00
2.70
7.
0.19
0.83
0.188
1.500
1.169
0.30
0.25
0.16
0.086
55
MUD
3.99
735.
1.00
2.70
7.
0.20
0.31
0.208
1.500
1. 179
0.29
0.24
0.15
0.084
5.6
MUD
4.19
685.
o.ao
2.IQ
-1.
-0.04
0.228
poi -
0.77
PO -
0 7 7
PI -
o. ;s
cuestionable
4.39
1040.
0.40
1.30
-1.
-0.06
0.247
POI -
0.57
PO -
0.57
PI -
0 55
CUESTIONABLE
4.59
1885.
2.10
9.90
229.
3.30
1.39
0.267
1.300
1.217
0.73
0.60
0.31
38.d
iJ* 5
SAND
4.79
3025.
2.30
17.30
491.
9.3a
1.22
0.287
1.900
1.235
0.22
0. 18
0.15
42.6
-17 5
SAND
4.99
5195.
4.20
34.60
1052.
11.57
2.09
0.306
2.000
1.254
0.02
0.02
0.04
46.2
1133.2
SAND
END OF SOUNDING