408
UNIV. OF FLORIDA CIVIL EDO. DEFT.- DR. B.E. RUTH TEST NO. 1
FILE NAME: PAVEMENT-SUBGRADE MATERIALS CHARACTERIZATION
FILE NUMBER: 245-D51
RECORD OF PIIARTIETER TEST NO. 1
US I NO DATA REDICTION rROCEDURES IN MARCIIETTI (ABCE.J GED, MARCH BO)
KO IN SANDS DETERMINED USING SCIHERTT1ANN METHOD (1983)
mi ANGLE CALCULATION BASED ON DURGUUOGLU AND MITCHELL (ASCE.RALEIGH CONF.JUNE 75)
FHI ANGLE NORMALIZED TO 2.72 BARS USING BALIGHS EXFRESSION (ASCE, J-GED,NOV 76)
MODIFIED MAYNE AND KULHAWY FORMULA USED FOR OCR IN SANDS (ASCE,J-GED.JUNE 82)
LOCATION: SR 26B (GILCHRIST CO.) TEST SITE #1.0
PERFORMED DATE:
11-05-85
BY:
JLD/DGB/KBT
CALIBRATION INFORMATION:
DELTA A 0.2.8 BARS DELTA B
0.32 BARS
GAGE 0
- 0.05 BARR
GWT DEFTH-* 1.05 M
Ron dta.- *.nn cm
FR.RFn.nTA."
3.70 m
Ron wr,
6.50 KG/M
pFT.TA/nu- n.5o nr.ape T-13.70 m
1 PAR 1.01 KG/CM2
= 1.0*4 TRF -
14.51 FSI
ANALYSIS USES
H20 UNIT WEIGHT  1.000 T/M3
z
THRUST
A
B
ED
ID
KD
UO
GAEMA
sv
FC
OCR
KO
CU
FHI
M
SOIL TYPE
(M)
(KG)
(BAR)
(BAR)
(BAR)
(BAR)
(T/M3)
(BAR)
(BAR)
(BAR)
(DEG)
(BAR)
******
*****
*****
*****
*****
******
******
******
*****
*****
*****
*****
******
************
0.59
2615.
* .80
27.10
791.
5.78
34.30
0.000
2.000
0.115
10.41
90.56
3.72
45.2
2899.3
SAND
0.79
3515.
17.60
0.00
794.
1.37
*****
0.000
2.100
0.156
*****
*****
13.04
34.9
3769.2
SANDY SILT
0.99
3270.
5.40
26.60
751.
4.70
23.53
0.000
2.000
0.195
8.99
46.01
2.57
44.4
2484.5
SAND
1.19
1900.
5.40
17.60
423.
2.42
22.79
0.014
2.000
0.221
12.10
54.75
2.78
39.3
1386.2
SILTY SAND
1.39
760.
1.30
3.90
73.
1.50
5.95
0.033
1.700
0.235
1.01
4.32
0.78
38.6
145.6
SANDY SILT
1.59
335.
0.20
1.00
7.
0.57
1.50
0.053
1.500
0.245
0.16
0.64
0.40
0.038
6.2
MUD
1.79
260.
0.30
1.20
11.
0.71
1.74
0.073
1.500
0.254
0.20
0.80
0.47
0.047
9.3
MUD
1.99
1060.
7.10
11.80
149.
0.61
25.76
0.092
1.950
0.273
14.71
53.89
3.21
1.466
507.3
CLAYEY SILT
2.19
2155.
4.60
18.60
488.
3.48
13.83
0.112
2.000
0.293
5.63
19.25
1.64
41.3
1370.6
SAND
2.39
810.
2.20
3.90
40.
0.51
7.32
0.132
1.700
0.306
2.32
7.57
1.51
0.341
87.4
SILTY CLAY
2.59
70.
2.30
4.20
47.
0.59
7.23
0.151
1.700
0.320
2.38
7.42
1.49
0.351
102.7
SILTY CLAY
2.79
500.
2.00
4.50
69.
1.02
5.88
0.171
1.700
0.334
1.80
5.38
1.30
136.4
SILT
2.99
595.
2.70
5.30
73.
0.80
7.59
0.190
1.700
0.348
2.79
8.02
1.54
0.405
161.9
CLAYEY SILT
3.19
1010.
3.00
6.10
91.
0.91
8.01
0.210
1.700
0.361
3.15
8.71
1.60
207.4
SILT
3.39
2630.
4.00
20.60
583.
5.25
8.40
0.230
2.000
0.381
2.27
5.95
0.88
43.6
1369.2
SAND
3.59
035.
7.20
26.00
663.
3.05
15.65
0.249
2.000
0.401
9.12
22.76
1.78
43.2
1939.2
SILTY SAND
3.79
2935.
6.40
24.10
623.
3.26
13.10
0.269
2.000
0.420
7.35
17.50
1.56
41.6
1717.0
SILTY SAND
3.99
1850.
5.70
17.90
423.
2.41
11.51
0.289
2.000
0.440
6.92
15.74
1.50
38.3
1112.8
SILTY SAND
A. 19
3235.
4.70
9.50
153.
1.00
9.69
0.308
1.800
0.456
5.34
11.71
1.80
377.7
SILT
.39
1355.
5.10
9.60
142.
0.85
10.20
0.328
1.800
0.471
5.99
12.70
1.86
0.795
357.9
CLAYEY SILT
.59
1065.
4.40
9.40
160.
1. 14
8.34
0.34 7
1.800
0.487
4.53
9.28
1.64
372.0
SILT
 79
830.
4.40
9 /.II
160
1.14
0.04
0.36 7
l. nnn
0.503
4.41
8.77
1.60
366.2
SILT
4.90
1665,
3.00
11 40
755
7.73
6 33
0 38 7
1.900
0.470
7.. 63
4. (13
(1.85
39.7.
530.5
SILTY SAND
5.19
1 760.
3.70
13.60
339.
3. 19
5.69
0.406
1.900
0.538
2.14
3.97
0.75
39.9
680.9
SILTY SAND
5.39
1185.
2.90
7.10
131.
1.50
4.58
0.47.6
1.700
0.552
1.78
3.22
0.70
37.3
228.8
SANDY SILT
5.59
1000.
2.50
6.00
106.
1.42
3.78
0.446
1.700
0.565
1.43
2.52
0.64
36.4
164.4
SANDY SILT
END OF SOUNDING