418


UNIV. OF FLORIDA CIVIL ENG. DEPT.- DR. B.E. RUTH
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 SCMERTMANN 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 KULEAWY FORMULA USED FOR OCR IN SANDS (ASCE,J-GED,JUNE 82)

 LOCATION: SR 15A (MARTIN CO.) TEST SITE #3.0
 PERFORMED DATE: 04-29-86
 BY: DAVE/KHASI/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 CM 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 M


ANALYSIS USES H20 UNIT WEIGHT = 1.000 T/M3


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


1078.
914.
684.
338.
 76.
 21.
 10.
 17.
 10.
 28.
 280.
 276.
 127.
 25.
 47.
 171.
 426.


16.00 22.84
3.26 63.41
2.67 44.34
2.82 16.96
1.08 8.50
0.56 4.06
0.24 4.05
0.47 3.45
0.27 3.32
1.56 1.57
5.93 3.89
2.90 7.47
3.54 2.69
0.95 1.90
4.45 0.74
6.90 1.68
 1.87 14.73


UO GAM1A 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


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


0.085
0.127
0.166
0.204
0.237
0.269
0.298
0.313
0.322
0.334
0.350
0.368
0.383
0.395
0.409
0.425
0.444


PC OCR KO CU PHI M SOIL TYPE
(BAR) (BAR) (DEG) (BAR)
*** **** ***** ***** ***** ****** ************


28.14 *****
5.86 28.77
2.27 9.56
0.81 3.02
0.89 3.00
0.73 2.34
0.71 2.20
0.28 0.82
0.54 1.56
2.34 6.37
0.49 1.29
0.37 0.92


5.13
2.01
1.66
1.00
0.99
0.88
0.85
0.38
0.45
0.95
0.44
0.52


0.143
0.158
0.136
0.134


7.39 16.63 1.49


 3536.9
 3882.5
43.6 2675.5
40.8 1014.4
 177.2
 33.3
 16.0
 24.7
 14.0
35.1 24.2
41.2 469.9
39.9 619.9
37.8 172.4
 21.1
 39.6
 161.9
 45.7 1219.9


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


END OF SOUNDING


TEST NO. 1


 Z THRUST
 (M) (KG)
***** ******


 A
(BAR)



3.30
9.20
8.20
3.80
2.00
1.00
1.10
1.00
1.00
0.50
1.70
3.10
1.20
0.80
0.40
1.00
7.20


 B
(BAR)



33.40
34.80
27.50
13.60
4.60
2.10
1.90
2.00
1.80
1.80
9.90
11.20
5.20
2.00
2.20
6.20
19.40


0.42
0.62
0.82
1.02
1.22
1.42
1.62
1.82
2.02
2.22
2.42
2.62
2.82
3.02
3.22
3.42
3.62


5160.
6385.
4230.
1665.
550.
280.
245.
330.
385.
425.
1220.
1470.
760.
850.
1255.
1635.
6000.