UNIV. OF FLORIDA CIVIL ENG. DEPT.- DR. B.E. RUTH
FI.E NAE : PAVFRENT-SUBGRADE MATERIAI.S CHARACTERS ATION
FILE NtP ER: 245-D51


RECORD OF DILATCIETER TEST NO. 1
USING DATA REDUCTION PROCEDURES IN MARCHETTI (ASCE,J-GED.MARCH 80)
KO IN SANDS DETERMINED USING SCHIERTHANN METHI ) (1983)
n11 ATNI.E CALCULtATION BASED ON DURGUtitXT.UI AND MITCHELL (A.-CE,RALETGIH COHF,JUINE 75)
nil AMr.lE NOPIMALIZED TO 2.72 RAR.S LOSING BALIGH'S EXFRFSSIION (A!F.E,J-rED,tDV 76)
FPIDTFEn MAYN AND KIT.ITAWY FOTIIIT.A IISED FOR OMR IN SANDS (ASE..J-GTD,,lINFE 82)


 LOCATION: SR 715 (PALM BEACH CO.) TEST SITE #4.0
 PERFORFE DATE: 04-30-86
 BY: DAVE/KWASI/ED



 CALIBRATION INFORMATION:
 DELTA A 0.19 BARS DELTA B 0.36 BARS GAGE 0 = 0.05 BARS GWT DEPTH- 1.55 M
 ROD DIA.= 3.70 CH FR.RED.DIA.= 3.70 CM ROD WI.= 6.50 KG/M DELTA/PHI= 0.50


1 BAR = 1.019 KG/CM2 = 1.044 TSF = 14.51 PSI


BLADE T=13.70 MM


ANALYSIS USES H20 UNIT WEIGHT = 1.000 T/13


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


1084. 3.74 68.46
986. 2.54 68.13
468. 2.18 30.46
 71. 1.96 4.40
 31. 0.70 5.08
 27. 0.74 4.04
 5. 0.18 3.20
 13. 0.49 2.62
 13. 0.50 2.45
 5. 0.22 2.34
 5. 0.20 2.52
 46. 0.86 4.63
 38. 0.84 3.86
 75. 2.28 2.67
 199. 4.95 3.12
825. 1.53 39.75
661. 3.24 14.29
151. 2.47 4.12
556. 2.67 13.40
217. 2.29 5.88
293. 2.01 8.73
381. 7.47 2.94
275. 11.43 1.35
151. 0.94 8.74
202. 3.32 3.21
104. 8.10 0.06


Un
(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
0.42.8


GA4MA SV
(T/ID) (BAR)
A**** ***%***


2.150
2.150
2.000
1.700
1.600
1.600
1.500
1.600
1.600
1.500
1.500
1.600
1.600
1.700
1.800
2.100
2.000
1.800
2.000
1.900
1.900
1.900
1.800
1.800
1.800
1.700


0.122
0.164
0.203
0.237
0.253
0.264
0.274
0.286
0.298
0.307
0.317
0.329
0.341
0.355
0.370
0.392
0.411
0.427
0.447
0.464
0.482
0.500
0.516
0.531
0.547
0.561


 PC OCR
 (BAR)



41.90 *****
60.40 ****
17.40 05.51


1.08 4.28
0.79 2.99
0.57 2.08
0.43 1.52
0.41 1.37
0.39 1.28
0.45 1.43
1.22 3.71
0.95 2.79
0.03 0.09
0.07 0.18
63.66 *****
7.54 18.31
0.62 1.45
9.48 21.21
1.80 3.87
4.38 9.08


Kn CU PHI M
 (BAR) (DEG) (BAR)
***** ***** ***** **tf**


0.178
0.140
0.109
0.088
0.084
0.082
0.093
0.207
0.170


5.30 9.98 1.69
0.54 0.98 0.36


46.0 4684.0
44.8 4254.4
42.5 1664.2
 123.1
 56.0
 43.1
 7.3
 14.4
 13.5
 5.5
 5.9
 78.5
 58.9
44.8 96.3
45.0 295.6
40.4 3141.3
43.8 1876.8
42.6 257.1
38.1 1543.0
40.8 436.7
39.1 696.0
 546.7
 233.8
 357.6
42.2 305.8
 88.3


TEST NO. 1


 z
 (M)
*A***


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
4.51
4.71
4.91
5.11
5.31
5.51
5.71
5.01


TIHRUST
(KG)
******


7000.
7950.
3370.
1715.
1315.
1250.
1225.
13F0.
1315.
1315.
1500.
1515.
1545.
1595.
1800.
5780.
4160.
1765.
2030.
1780.
1850.
2575.
2245.
2240.
1870.
2750.


 A
 (BAR)



 9.70
 12.40
 6.70
 1.00
 1.20
 1.00
 0.80
 0 70
 0.70
 0.70
 0.80
 1.60
 1.40
 1.10
 1.50
16.80
6.90
2.10
6.90
3.20
4.80
2.20
1.30
5.10
2.30
0.00


 B
 (PAR)
 ******


 40.00
 40.00
 20.10
 3.50
 2.60
 2.30
 1.50
 1.60
 1.60
 1.40
 1.50
 3.40
 3.00
 3.70
 7.50
 40.00
 25.60
 6.80
22.70
9.70
13.40
13.20
9.40
9.80
8.40
4.20


SOIL TYPE

*** ****ft**


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


END OF0 StOlDInI