TEST HO.
3
UNIV. OF FLORIDA CIVIL ENG. DEPT.- DR. B.E. RUTH
FILE NAME: PAVEMENT-SUBGRADE MATERIALS CHARACTERIZATION
FILE NUMBER: 245-D51
RECORD OF DILAICMETER TEST NO. 3
USING DATA REDUCTION PROCEDURES IN MARCHETTI CASCE.J-GED.MARCH 30)
KO IN SANDS DETERMINED USING SC33-RIMANN METHOD (1983)
PHI ANGLE CALCULATION BASED ON DURGUNOGLU AND MITCHELL (ASCE,RALEIGH CCNF.JUNE 75)
PHI ANGLE NORMALIZED TO 2.72 BARS USING BALIGHS EXPRESSION (ASCE,J-GED,NOV 76)
MODIFIED MAYNE AND KULHAWY FORMULA USED FOR OCR IN SANDS (ASCE,J-GED, JUNE 32)
LOCATION: US 301 (ALACHUA CO.) TEST SITE #4.0
PERFORMED DATE: 02-18-85
BY: JLD/DG3/KBT
CALIBRATION INFORMATION:
DELTA A 0.22 BARS
DELTA B
0.37 BARS
GAGE 0 0.05 BARS
GOT DEPTH- 1.14 M
ROD DIA.- 4.80 CM
FR.RED.DIA.-
3.70 CM
ROD WT.- 6.50 KG/M
DELTA/FHI- 0.50
BLADE T-13.70 Ml
1 BAR 1.019 KG/CM2
- 1.044 TSF -
14.51 PSI.
ANALYSIS USES
H20 UNIT WEIGHT -
1.000 T/M3
Z
THRUST
A
B
ED
ID
KD
UO
GAMA
SV
PC
OCR
KO
OJ
PHI
M
SOIL TYPE
(M)
(KG)
(BAR)
(BAR)
(BAR)
(BAR)
(T/M3)
(BAR)
(BAR)
(BAR)
(DEG)
(BAR)
*****
****
*****
*****
*****
*****
******
******
******
*****
*****
*****
*****
*****
******
************
0.50
2270.
3.40
22.60
678.
7.40
26.93
0.000
1.900
0.098
2331.2
SAND
0.70
5660.
11.80
40.00
1006.
2.74
75.53
0.000
2.150
0.140
66.10
*****
3.83
43.5
4440.7
SILTY SAND
0.90
3910.
13.50
38.60
893.
2.07
68.23
0.000
2.150
0.182
87.45
.....
8.25
38.9
3856.1
SILTY SAND
1.10
1790.
3.00
10.70
259.
2.65
12.81
0.000
1.900
0.220
3.30
15.03
1.43
42.5
708.4
SILTY SAND
1.30
1920.
2.30
11.80
325.
4.66
8.33
0.016
1.900
0.241
1.10
4.54
0.74
44.6
759.9
SAND
1.50
2605.
5.30
18.40
456.
2.73
18.43
0.035
2.000
0.261
8.53
32.71
2.15
42.0
1403.4
SILTY SAND
1.70
1800.
3.80
14.60
372.
3.15
12.22
0.055
1.900
0.279
4.25
15.26
1.45
41.0
1000.7
SILTY SAND
1.90
700.
1.80
5.80
124.
2.08
5.86
0.075
1.800
0.294
1.44
4.89
0.86
36.2
249.0
SILTY SAND
2.30
860.
1.90
8.60
223.
3.89
5.07
0.114
1.800
0.326
1.14
3.51
0.72
37.9
425.1
SAND
2.70
3310.
6.30
18.60
427.
2.15
15.88
0.153
2.000
0.361
8.78
24.31
1.84
42.4
1253.4
SILTY SAND
3.10
2305.
9.00
18.20
314.
1.06
21.41
0.192
1.950
0.399
16.12
40.37
2.89
1010.3
SILT
3.30
2335.
9.40
19.40
343.
1.11
21.27
0.212
1.950
0.418
16.70
39.96
2.88
1102.1
SILT
3.70
2005.
8.60
16.40
263.
0.93
17.92
0.251
1.950
0.455
13.93
30.60
2.61
801.8
SILT
3.90
1490.
7.80
13.60
190.
0.74
15.70
0.271
1.950
0.474
11.79
24.88
2.41
1.370
555.6
CLAYEY SILT
4.30
1325.
8.50
14.40
193.
0.69
15.84
0.310
1.950
0.511
12.39
25.22
2.43
1.494
567.9
CLAYEY SILT
4.70
1740.
7.60
17.40
336.
1.39
12.69
0.349
1.950
0.548
11.62
21.18
1.73
35.3
914.6
SANDY SILT
4.90
2415.
6.70
21.80
529.
2.54
10.17
0.369
2.000
0.568
6.87
12.09
1.31
39.4
1330.0
SILTY SAND
5.30
1655.
11.60
19.00
248.
0.65
18.18
0.408
1.950
0.606
18.96
31.28
2.63
2.105
760.7
CLAYEY SILT
5.70
4200.
10.40
29.00
656.
2.05
14.24
0.447
2.150
0.648
14.03
21.66
1.74
41.1
1860.1
SILTY SAND
5.90
1980.
11.20
17.40
204.
0.55
15.97
0.467
1.900
0.665
17.00
25.55
2.44
1.964
601.6
SILTY CLAY
6.10
2070.
7.30
19.00
405.
1.81
9.39
0.487
2.000
0.685
7.87
11.50
1.30
37.2
987.7
SILTY SAND
6.30
2625.
6.40
19.60
459.
2.44
7.71
0.506
2.000
0.704
5.01
7.10
1.01
40.0
1040.6
SILTY SAND
END OF SOUNDING