UNIV. OF FLORIDA CIVIL ENG. DEFT.- DR. B.E. RUTH
FILE NAME: PAVEENT-SUBGRADE MATERIALS C ARACTERIZATICN
FILE NUMBER: 245-D51


RECORD OF DILACMETER TEST NO. 3
USING DATA REDUCTION PROCEDURES IN MARCHETTI (ASCSEJ-GED,MARCH 80)
KO IN SANDS DETERMINED USING SCIEERTMANN METHCO (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 76)
MODIFIED MAYNE AND KILHAWN FORMULA USED FOR OCR IN SANDS (ASCE,J-GED,JUNE 82)


 LOCATION: US 301 (ALACHUA 0C.) TEST SITE #4.0
 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 GWI DEPTH- 1.14 M
 ROD DIA.- 4.80 CM FR.RED.DIA.- 3.70 a4 ROD WT.- 6.50 KG/M DELTA/PHI= 0.50


1 BAR 1.019 KG/CM2 1.044 TSF 14.51 PSI.


ED ID KD
(BAR)
n*l *** ** i n


7.40 26.93
2.74 75.53
2.07 68.23
2.65 12.81
4.66 8.33
2.73 18.43
3.15 12.22
2.08 5.86


UO GAMMA
(BAR) (T/M3)
**- tt *.* "-t,


0.000
0.000
0.000
0.000
0.016
0.035
0.055
0.075


1.900
2.150
2.150
1.900
1.900
2.000
1.900
1.800


BLADE T=13.70 MM


ANALYSIS USES H20 UNIT WEIGHT 1.000 T/M3


sv
(BAR)
*chm


0.098
0.140
0.182
0.220
0.241
0.261
0.279
0.294


PC OCR
(BAR)




66.10 *****
87.45 ****
3.30 15.03
1.10 4.54
8.53 32.71
4.25 15.26
1.44 4.89


KO CU PHI M
 (BAR) (DEG) (BAR)
*tm *c****t*m rr***


2331.2
4440.7
3856.1
708.4
759.9
1403.4
1000.7
249.0


SOIL TYPE




 SAND
SILTY SAND
SILTY SAND
SILTY SAND
 SAND
SILTY SAND
SILTY SAND
SILTY SAND


2.30 860. 1.90 8.60


2.70 3310. 6.30 18.60


3.10 2305. 9.00 18.20
3.30 2335. 9.40 19.40


3.70 2005. 8.60 16.40
3.90 1490. 7.80 13.60


4.30 1325. 8.50 14.40


223. 3.89 5.07


427. 2.15 15.88


314. 1.06 21.41
343. 1.11 21.27


263. 0.93 17.92
190. 0.74 15.70


193. 0.69 15.84


4.70 1740. 7.60 17.40 336. 1.39 12.69
4.90 2415. 6.70 21.80 529. 2.64 10.17


5.30 1655. 11.60 19.00


4200.
1980.
2070.
2625.


10.40
11.20
7.30
6.40


29.00
17.40
19.00
19.60


248. 0.65 18.18


2.05 14.24
0.55 15.97
1.81 9.39
2.44 7.71


0.114 1.800 0.326 1.14 3.51


0.153 2.000 0.361 8.78 24.31


0.192 1.950 0.399 15.12 40.37
0.212 1.950 0.418 16.70 39.96


0.251 1.950 0.455 13.93 30.60
0.271 1.950 0.474 11.79 24.88


0.310 1.950 0.511 12.89 25.22


0.349 1.950 0.548 11.62 21.18
0.369 2.000 0.568 6.87 12.09


0.408 1.950 0.606 18.96 31.28


0.447
0.467
0.487
0.506


2.150
1.900
2.000
2.000


0.648
0.665
0.685
0.704


2.61
2.41 1.370


2.43 1.494


2.63 2.105


14.03 21.66
17.00 25.55
7.87 11.50
5.01 7.10


37.9 425.1 SAND


42.4 1253.4 SILTY SAND


 1010.3 SILT
 1102.1 SILT


 801.8 SILT
 555.6 CLAYEY SILT


 567.9 CLAYEY SILT


35.3 914.6 SANDY SILT
39.4 1330.0 SILTY SAND


760.7 CLAYEY SILT


41.1 1860.1
 601.6
37.2 987.7
40.0 1040.6


SILTY SAND
SILTY CLAY
SILTY SAND
SILTY SAtD


END OF SOUNDING


TEST NO. 3


 A B
(BAR) (BAR)
*** ****


 z THRUST
 (M) (KG)
**** *****


2270.
5660.
3910.
1790.
1920.
2605.
1800.
700.


3.40
11.80
13.50
3.00
2.30
5.30
3.80
1.80


22.60
40.00
38.60
10.70
11.80
18.40
14.60
5.80


678.
1006.
893.
259.
325.
456.
372.
124.