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R-VALUE, DATA
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BORING
SAMPLE DESCRIPTION
TR'ACT No.
ITEM S t a b
P EC I M EN
C d
MOLD NUMBER
WATER ADDEO, GRAMS
17- COMPACTOR CAGE PRESSURE, POUNDS
3.5-0 GROSS WEIGHT MOLD, GRAMS 157—
TARE WEIGHT MOLD, GRAMS
SAMPLE WET WEIGHT, GRAMS /0 L74 1074 16~ Z EXUDATION PRESSURE, LOAD z 600 C>
EXUDATION PRESSURE, PSI. a
HEIGHT SAMPLE, INCHES Z, -5~ Z,57c)
EXPANSION, INCHES X 104
STABILITY 2.000 (IGOPSI) 1-2113-,,7 1Z-XZ,-3 TURNS DISPLACEMENT
41' 47 4,53 4",
.-
R—VALUE UNCORRECTED
47 77 R—VALUE CORRECTED
77 ACTUAL TEST, WATER,%
DRY DENSITY, PCF
TRAFFIC INDEX A5-u 4~2— - 11" G.E. BY S7iBILITY
40
G.E. BY EXPANSION 1 0,7
EXAMINED AND CHECKED BY3
EQUILIBRIUM R-VALUE,
The data above Is based upon processing and testing samples as received from the f
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with latest revisions to Department of Transportation, State of California, Materials Ci Resaarch Test Method No. 301.
EBERHART & STONE, INC.
GEOTECHNICAL CONSULTANTS
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