SHRP-A-379 traducir

12.1.6.5 Recoverable Axial Strain--in millimeters per millimeter to the nearest 10 -6
mm/rnm
12.1.6.6 ECS Modulus--in kilopascals to the nearest 5 kPa
12.1.7 Initial ECS Modulus--in kilopascals to the nearest 5 kPa
12.1.8 Coefficient of Permeability for Water FIow--a table listing the following
results for each differential pressure applied after each conditioning cycle:
12.1.8.1 Chamber Testing Temperature--in degrees Celsius to the nearest 0.5°C
12.1.8.2 Water Temperature--in degrees Celsius to the nearest 0.5°C
12.1.8.3 Differential Pressure--in kpa to the nearest 5 kpa
12.1.8.4 Water Flow--in cubic centimeters per minute to the nearest 2 cm3/min
nearest
12.1.8.5 Coefficient of Permeability of Water Flow--in centimeters per second to the
10-4 cm/s
12.1.9 Water Conditioning Results--a table listing the following results for each
conditioning cycle:
12.1.9.1 Average ECS Modulus--in kPa to the nearest 5 kPa
12.1.9.2 ECS Modulus Ratio
12.1.9.3 Water Permeability Ratio
12.1.10 Stripping Rate--in percent to the nearest 5 %
13. PRECISION
13.1 Data to support a precision statement for this test method are not available.
13.2 Since there is no accepted reference value, the bias for this test method cannot
be determined.
14. KEYWORDS
14.1 Asphalt concrete, asphalt concrete permeability, bituminous mixtures,
bituminous paving mixtures, moisture sensitivity, resilient modulus, stripping potential, water
sensitivity.
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