420


UNIV. OF FLORIDA CIVIL ENG. DEPT.- DR. B.E. RUTH
FILE NAME: PAVEMENT-SUBGRADE MATERIALS CHARACTERIZATION
FILE NUMBER: 245-D51


RECORD OF DILATCETER TEST NO. 3
USING DATA REDUCTION PROCEDURES IN MARCHETTI (ASCE,J-GED,MARCH 80)
KO IN SANDS DETERMINED USING SCHPERTMANN METHOD (1983)
PHI ANGLE CALCULATION BASED ON DURGUNOGLU AND MITCHELL (ASCE,RALEIGH CONF,JUNE 75)
PHI ANGLE NORMALIZED TO 2.72 BARS USING BALIGH'S EXPRESSION (ASCE,J-GED,NOV 76)
MODIFIED MAYNE AND KULHAWY FORMULA USED FOR OCR IN SANDS (ASCE,J-GED,JUNE 82)


 LOCATION: SR 15A (MARTIN CO.) TEST SITE #5.0
 PERFORMED DATE: 04-29-86
 BY: DAVE/KWASI/ED



 CALIBRATION INFORMATION:
 DELTA A 0.17 BARS DELTA B = 0.35 BARS GAGE 0 = 0.05 BARS GWT DEPTH= 1.65 M
 ROD DIA.- 3.70 M FR.RED.DIA.= 3.70 CM ROD WT.= 6.50 KG/M DELTA/PHI= 0.50


1 BAR = 1.019 KG/CM2 = 1.044 TSF = 14.51 PSI


BLADE T=13.70 MM


ANALYSIS USES H20 UNIT WEIGHT = 1.000 T/M3


ED ID KD
(BAR)
***** ***** *****


761.
768.
681.
389.
 68.
 14.
 7.
 14.
 8.
 25.
 353.
 313.
 32.
 58.
 633.
 622.
 356.
 382.
1030.


53.75
77.14
36.13
22.08
4.26
3.31
3.02
2.79
2.82
1.27
3.00
8.06
2.51
1.28
6.50
14.02
3.40
6.35
19.65


UO GAMMA SV
(BAR) (T/M3) (BAR)
****** ****** ******


0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.017
0.036
0.056
0.076
0.095
0.115
0.134
0.154
0.174
0.193
0.213
0.233


2.000
2.150
2.000
2.000
1.700
1.600
1.500
1.600
1.500
1.600
1.800
1.900
1.600
1.700
1.900
2.000
1.900
1.900
2.150


0.087
0.129
0.168
0.208
0.241
0.272
0.302
0.317
0.326
0.338
0.354
0.372
0.383


PC OCR KO
(BAR)
***** ***** *****


55.55
18.88
10.79
0.64
0.60
0.57
0.53
0.56
0.21
0.27
2.86
0.55


****


51.93
2.66
2.19
1.90
1.68
1.71
0.61
0.77
7.71
1.42


0.397
0.415
0.434 6.46 14.86 1.40
0.452
0.470 1.89 4.02 0.73
0.492 18.29 37.15 2.29


END OF SOUNDING


TEST NO. 3


 z
 (M)
*****


CU PHI
(BAR) (DEG)
**** *****


 M
(BAR)
*****


THRUST
(KG)
**M **


7335.
6835.
3650.
1670.
 560.
 310.
 255.
 270.
 380.
 450.
 1225.
 1405.
 630.
 1430.
 5430.
 5650.
 3165.
 2180.
 5415.


 A
(BAR)
****


5.60
10.90
6.90
5.00
1.00
0.80
0.80
0.80
0.85
0.40
1.50
3.40
1.00
0.60
3.60
7.00
2.10
3.60
11.20


 B
(BAR)



27.00
32.50
26.10
16.20
3.40
1.70
1.50
1.70
1.60
1.60
11.70
12.50
2.40
2.70
21.50
24.60
12.40
14.60
40.00


0.112
0.111
0.106
0.111


SOIL TYPE


 SAND
SILTY SAND
SILTY SAND
SILTY SAND
SILTY SAND
SILTY CLAY
 MUD
SILTY CLAY
 MUD
SANDY SILT
 SAND
SILTY SAND
 SILT
SILTY SAND
 SAND
SILTY SAND
 SAND
 SAND
SILTY SAND


 3113.2
46.2 3405.7
43.7 2529.2
39.0 1264.6
37.1 116.3
 18.9
 8.3
 16.5
 10.1
35.9 21.1
42.0 512.5
39.0 723.0
 35.7
 48.9
 1346.3
45.7 1755.1
 557.1
42.0 804.0
42.9 3234.9