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. 2
USING DATA REDUCTION PROCEDURES IN MARCHETTI (ASCE,J-GED,MARCH 80)
KO IN SANDS DETERMINED USING SCBMERTMANN 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 FCR OCR IN SANDS (ASCE,J-GED, JUNE 82)

 LOCATION: SR 15B (MARTIN CO.) TEST SITE #4.0
 PERFORMED DATE: 04-29-86
 BY: DAVE/KIASI/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)
***** ***** *****


4.91 15.11
3.22 60.44
2.47 56.92
3.09 23.54
3.86 9.66
1.70 1.63
0.92 2.43
0.34 3.53
0.59 2.47
3.36 0.86
10.47 3.44
5.53 9.64
4.21 11.23
3.83 8.16
2.06 5.98
0.68 2.59
0.16 2.56
3.08 2.50
6.47 1.64
6.35 1.71


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


0.000
0.000
0.000
0.000
0.000
0.000
0.006
0.026
0.045
0.065
0.084
0.104
0.124
0.143
0.163
0.183
0.202
0.222
0.241
0.261


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


0.103
0.145
0.187
0.227
0.264
0.295
0.321
0.333
0.344
0.358
0.376
0.395
0.415
0.433
0.450
0.462
0.472
0.488
0.503
0.519


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



35.99 *****
51.63 ****
11.17 49.29
2.68 10.14
0.24 0.80
0.44 1.36
0.81 2.43
0.48 1.39
0.14 0.40
0.17 0.47
2.55 6.44
4.40 10.60
2.99 6.91
2.51 5.58
0.69 1.50
0.69 1.47
0.25 0.52


0.05 0.10 0.10


END OF SOUNDING


TEST NO. 2


 Z
 (M)
****


0.51
0.71
0.91
1.11
1.31
1.51
1.71
1.91
2.11
2.31
2.51
2.71
2.91
3.11
3.31
3.51
3.71
3.91
 4.11
 4.31


THRUST
(KG)
******


3300.
7465.
6085.
3310.
1280.
 410.
 275.
 330.
 350.
 475.
 1770.
 3710.
 3715.
 2180.
 845.
 740.
 525.
 1595.
 1885.
 1715.


 A
(BAR)



1.80
10.00
11.80
6.00
2.90
0.40
0.70
1.10
0.80
0.30
1.90
4.80
5.60
4.20
3.00
1.30
1.30
1.50
1.20
1.30


 B
(BAR)



9.60
37.40
37.40
22.20
12.80
1.70
1.90
2.00
1.80
1.80
15.30
25.40
24.80
17.60
8.80
2.60
2.00
5.60
6.80
7.20


KO CU
 (BAR)
***** *****



6.55
6.65
2.66
1.19
0.37
0.65
0.90 0.149
0.66 0.099
0.26
0.23
0.90
1.18
0.97
0.94
0.69 0.141
0.69 0.141
0.25


PHI M
(DEG) (BAR)
**** ********


 766.7
 47.5 4116.6
 43.7 3789.0
 43.4 1891.4
 39.9 844.3
 35.6 24.2
 26.7
 19.9
 18.7
 36.5 30.4
 44.3 737.9
 45.3 1805.7
 44.2 1776.4
 41.5 1090.5
 34.5 388.9
 31.9
 7.2
 42.4 169.0
 171.9
 43.5 189.8


SOIL TYPE


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