426


UNIV. OF FLORIDA CIVIL ENG. DEFT.- DR. B.E. RUTH TEST NO. 1
FILE NATE: FAVITMENT-SUBGRADE MATERIALS CHARACTERIZATION
FILE NIFTBER: 245-D51


RECORD OF DILATCEITER TEST NO. 1
USING DATA REDUCTION PROCEDURES IN MARCHETTI (ASCE,J-GED,MARCH 80)
KO IN SANDS DETERMINED USING SCMIERITANN METHOD (1983)
FHll ANGLE CALCULATION BASED ON DURGIJNCGT.U AND MITCHELL (ASCE,RALEIGH CONF,JUNE 75)
FHI ANGLE NCRUILIZED TO 2.72 BARS RISING BALIGH'S EXPRESSION (ASCE.J-GED.NOV 76)
fDIFIFD HiAYnIF AND KUl.HAWY FOc II.A ITSET FOR OCR IN SANDS (ASCE,.I-FGD.JUNE 82)


 LCCATICTI: SR 12 (GADSDEN CO. ) TEST SITE #2.5
 FERFCO1ED DATE: 08-12-86
 BY: DAVE/KWASI/ED


CA.IBRATION INFOFIATION:
DELTA A 0.22 BARS DELTA 8 1.40 BARS GAGE 0 0.05 BARS GWT DEPTH-10.00 M
ROD DIA.= 3.70 CM FR.RED.DIA.= 3.70 CM ROD WT.= 6.50 KG/M DELTA/FHI= 0.50


1 BAR 1.019 KG/Ct2 1.044 TSF 14.51 PSI


BLADE T=13.70 (M


ANALYSIS USES H20 UNIT WEIGHT 1.000 T/M3


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


4.48
2.84
2.10
2.57
2.58
2.80
5.53
2.78
2.91
2.89
2.64
2.72
2.84
2.88
2.72
2.86
2.76
2.69
2.34
2.49
2.98
1.94
2.92
2.71
2.49
2.59
? 15
7.1"


 UO GAf'IA SV
 (BAR) (T/M3) (BAR)
** *****A ****** ******


81.84
*****
74.54
30.13
16.81
10.82
5.05
7.77
7.16
6.70
6.60
6.05
5.75
5.66
5.95
5.55
6.07
5.87
7.12
6.25
8.10
8.51
6.41
7.53
7.29
6.18
7.02
7 3.:


0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
n 00n


2.000
2.150
2.150
2.000
1.900
1.900
1.800
1.900
1.900
1.900
1.900
1.900
1.900
1.900
1.900
1.900
1.900
2.000
2.000
2.000
2.000
2.000
2.000
2.000
2.000
2.000
2.000
2.000


0.044
0.086
0.128
0.168i
0.205
0.242
0.278
0.315
0.352
0.389
0.427
0.464
0.501
0.539
0.576
0.613
0.650
0.690
0.729
0. 768
0.807
0.847
0.886
0.925
0.965
1.004
1.043
1.082


PC OCR KO CU PHI
(BAR) (BAR) (DEG)
***** ***** ***** ***** *****


80.52
76.31
16.54
6.77
3.63
1.00
2.75
2.66
2.64
2.89
2.72
2.67
2.77
3.19
2.94
3.56
3.51
5.78
4.71
7.65
9.18
5.45
7.39
7.23
5.62
7.48
1.278


******
*****
98.63
33.04
14.99
3.60
8.73
7.56
6.79
6.77
5.86
5.32
5.14
5.53
4.80
5.47
5.09
7.93
6.13
9.47
10.84
6.15
7.98
7.50
5.60
7.17
7.6'


12.19
9.04
3.70
2.15
1.47
0.73
1.15
1.08
1.03
1.03
0.96
0.92
0.90
0.93
0.87
0.92
0.88
1.11
0.98
1.20
1.28
0.97
1.10
1.06
0.93
1.05
1.08


END OF SFlrNDPING


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


 A B
(BAR) (BAR)
&.*** *****


0.24
0.44
0.64,
0.84
1.04
1.24
1.44
1.64
1.84
2.04
2.24
2.44
2.64
2.84
3.04
3.24
3.44
3.64
3.84
4.04
4.241
4.44
4.64
4.84
5.04
5.24
5.44
5. 4


1110.
3025.
2635.
1560.
1040.
 775.
 680.
 685.
 735.
 770.
 780.
 805.
 880.
 965.
 1085.
 1205.
 1410.
 1530.
 1295.
 1410.
 1700.
 1680.
1855.
2240.
2330.
2250.
2310.
2: 'n.


4.20
9.80
10.40
5.50
3.70
2.80
1.60
2.60
2.70
2.80
3.00
3.00
3 10
3.30
3.70
3.70
4.30
4.40
5.60
5.20
7.30
7.70
6.30
7.70
7.70
6.80
7.90
7t 00


21.20
35.20
32.00
19.50
13.80
11.40
10.60
10.70
11.30
11.60
11.70
11.90
12. 50
13.30
14.20
14.60
16.30
16.40
18.80
18.20
27.50
22.60
23.70
27.30
26,00
23.70
24.50
7f; 0n


 M
 (BAR)



 2516.2
 4070.1
 3204.4
 1598.6
 924.4
 654.8
 512.5
 537.6
 561.4
 562.4
 549.3
 544.8
 570.6
 611.3
 659.9
 670.8
 778.7
 766.6
 924.2
 860.8
 1568.4
 1136.4
 1214.0
 1473.1
 1346.5
 1152.1
 1186.0
1337.9


SOIL TYPE





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 SAND
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SILTY SAND