412


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


RECORD OF DILATCETER TEST NO. 1
USING DATA REDUCTION PROCEDURES IN MARCHETII (ASCE,J-GED,MARCH 80)
KO IN SANDS DETERMINED USING SCMERTMANN METHOD (1983)
PHI ANGLE CALCULATION BASED ON DURGUNOGLU AND MITCELL (ASCE,RALEIGH CONF.JUNE 75)
PHI ANGLE NORMALIZED TO 2.72 BARS USING BALIGH'S EXPRESSION (ASCE.J-GED,NOV 78)
MODIFIED MAYNE AND KULHAWY FORMULA USED FCR OCR IN SANDS (ASCE,J-GED,JUNE 82)


 LOCATION: US 301 (ALACHUA CO.) TEST SITE #2.0
 PERFORMED DATE: 02-18-85
 BY: JLD/DGB/KBT



 CALIBRATION INFORMATION:
 DELTA A 0.22 BARS DELTA B 0.37 BARS GAGE 0 = 0.05 BARS GW DEPTH- 1.14 M
 ROD DIA.- 4.80 CM FR.RED.DIA.- 3.70 CM ROD WT.= 6.50 KG/M DELTA/PHI= 0.50


1 EAR 1.019 E3/CM2 1.044 TSF 14.51 PSI


BLADE T-13.70 m


ANALYSIS USES H20 UNIT WEIGHT 1.000 T/M3


 B ED ID KD
(BAR) (BAR)
**** c*nc*** ******hc


14.20
19.70
15.00
3.20
2.30
3.50
4.60
4.10
6.00
6.70
9.20
10.10
19.60
17.80
17.80
19.40
21.90
16.40
14.40
18.70
25.80
37.80
23.80
21.80
26.00
16.20
18.70
19.40
20.80
18.60
21.80


3.84 29.08
8.92 14.37
2.58 23.31
2.59 3.73
2.81 2.17
6.78 1.69
4.47 2.98
4.51 2.45
4.71 3.40
5.81 3.04
2.88 7.06
1.87 9.96
1.83 19.01
1.57 17.96
1.54 17.32
1.17 21.16
0.84 26.84
1.36 14.84
0.86 15.77
0.75 21.16
2.82 12.96
1.58 27.17
1.61 .6.15
1.54 14.54
2.77 11.43
1.09 12.20
0.83 15.65
1.66 10.85
2.09 9.76
2.89 6.67
2.45 8.63


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


0.000
0.000
0.000
0.000
0.016
0.035
0.055
0.075
0.094
0.114
0.133
0.153
0.173
0.192
0.212
0.232
0.251
0.271
0.290
0.310
0.330
0.349
0.369
0.389
0.408
0.428
0.447
0.467
0.487
0.506
0.526


1.900
1.900
2.000
1.700
1.700
1.700
1.700
1.700
1.800
1.800
1.900
1.900
2.000
1.950
1.950
1.950
2.100
1.950
1.950
1.950
2.000
2.100
1.950
1.950
2.000
1.950
1.950
1.950
2.000
2.000
2.000


0.098
0.135
0.175
0.208
0.226
0.239
0.253
0.267
0.282
0.298
0.316
0.334
0.353
0.372
0.390
0.409
0.431
0.449
0.468
0.487
0.506
0.528
0.546
0.565
0.585
0.603
0.622
0.641
0.660
0.680
0.700


(BAR)


OCR KO CU PHI M
 (BAR) (DEG) (BAR)
**** **** ***** *r*** m****


7.91 80.67 3.43


9.78 56.05
0.37 1.76
0.29 1.31
0.20 0.85
0.42 1.68
0.34 1.27
0.48 1.68
0.38 1.29
1.97 6.24
3.81 11.42
14.12 39.98
12.72 34.21
13.31 34.08
16.22 39.66
24.74 57.44
12.78 28.45
11.73 25.06
19.29 39.63
8.54 16.87
40.98 77.64
16.51 30.21
15.26 26.99
8.69 14.87
10.13 16.79
15.41 24.77
9.65 15.06
7.56 11.45
3.32 4.88
5.72 8.18


2.82
0.50
0.48
0.38
0.52
0.45
0.50
0.43
0.95
1.27
2.37
2.19
2.18
2.87
3.28 2.433
1.99
2.42 1.360
2.87 2.042
1.53
3.31
2.06
1.94
1.45
2.08
2.41 1.791
1.47
1.28
0.82
1.07


40.6 1331.5
 1710.4
39.6 1204.1
38.9 112.4
33.1 55.0
35.1 90.8
35.8 169.5
36.0 131.1
38.3 245.4
39.1 267.4
38.1 488.7
39.0 537.5
38.9 1326.0
40.2 1114.0
38.5 1090.4
 1123.9
 1152.6
35.1 901.5
 641.8
 854.8
42.1 1761.4
40.6 2713.4
38.5 1454.0
36.3 1262.4
39.8 1685.0
 745.4
 821.5
37.0 1033.9
39.1 1156.2
41.5 978.2
41.3 1216.8


END OF SOUNDING


TEST NO. 1


Z THRUST
(M) (KG)


1180.
2760.
1595.
575.
265.
325.
440.
440.
680.
750.
1020.
1450.
2380.
2795.
2290.
1910.
1680.
1615.
1335.
2475.
3660.
5435.
2910.
2190.
2805.
2740.
2025.
2115.
2565.
2855.
3280.


 A
(BAR)



3.20
2.60
4.40
0.70
0.40
0.40
0.80
0.70
1.10
1.10
2.50
3.60
7.30
7.20
7.30
9.20
12.10
7.20
7.80
10.80
7.60
15.60
9.70
9.10
7.80
8.00
10.40
7.80
7.40
5.50
7.10


SOIL TYPE




 SAND
 SAND
SILTY SAND
SILTY SAND
SILTY SAND
 SAND
 SAND
 SAND
 SAND
 SAND
SILTY SAND
SILTY SAND
SILTY SAND
SANDY SILT
SANDY SILT
 SILT
CLAYEY SILT
SANDY SILT
CLAYEY SILT
CLAYEY SILT
SILTY SAND
SANDY SILT
SANDY SILT
SANDY SILT
SILTY SAND
 SILT
CLAYEY SILT
SANDY SILT
SILTY SAND
SILTY SAND
SILTY SAND