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AASHTO T423-25: Moisture Sensitivity Using Hydrostatic Pore Pressure to Determine Cohesion and Adhesion Strength of Compacted Asphalt Mixture Specimens

Tester's full name *

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Date of test *

____ / ____ / ____ (Month / Day / Year)

Maximum Specific Gravity (Gmm) *

(Calculated by DIME)

Mass Determination in Water A = Mass of oven-dry sample in air, B = Mass of container submerged in water, and C = Mass of sample and container in water

Dry 1 Volume (E) *

(Calculated by DIME) cm^3

Dry 1 Bulk Specific Gravity (Gmb) *

(Calculated by DIME)

Dry 1 Percent Air Voids (Pa) *

(Calculated by DIME) %

Dry 1 Dry Tensile Strength (S1) *

(Calculated by DIME) kPa

Nearest 5 kPa [1 psi]

Dry 2 Volume (E) *

(Calculated by DIME) cm^3

Dry 2 Bulk Specific Gravity (Gmb) *

(Calculated by DIME)

Dry 2 Percent Air Voids (Pa) *

(Calculated by DIME) %

Dry 2 Dry Tensile Strength (S1) *

(Calculated by DIME) kPa

Nearest 5 kPa [1 psi]

Dry 3 Volume (E) *

(Calculated by DIME) cm^3

Dry 3 Bulk Specific Gravity (Gmb) *

(Calculated by DIME)

Dry 3 Percent Air Voids (Pa) *

(Calculated by DIME) %

Dry 3 Dry Tensile Strength (S1) *

(Calculated by DIME) kPa

Nearest 5 kPa [1 psi]

Wet 1 Volume (E) *

(Calculated by DIME) cm^3

Wet 1 Bulk Specific Gravity (Gmb) *

(Calculated by DIME)

Wet 1 Percent Air Voids (Pa) *

(Calculated by DIME) %

Wet 1 Bulk Specific Gravity (Gmb Final) *

(Calculated by DIME)

Wet 1 Gmb Swell *

(Calculated by DIME) %

Wet 1 Wet Tensile Strength (S2) *

(Calculated by DIME) kPa

Nearest 5 kPa [1 psi]

Wet 2 Volume (E) *

(Calculated by DIME) cm^3

Wet 2 Bulk Specific Gravity (Gmb) *

(Calculated by DIME)

Wet 2 Percent Air Voids (Pa) *

(Calculated by DIME) %

Wet 2 Bulk Specific Gravity (Gmb Final) *

(Calculated by DIME)

Wet 2 Gmb Swell *

(Calculated by DIME) %

Wet 2 Wet Tensile Strength (S2) *

(Calculated by DIME) kPa

Nearest 5 kPa [1 psi]

Wet 3 Volume (E) *

(Calculated by DIME) cm^3

Wet 3 Bulk Specific Gravity (Gmb) *

(Calculated by DIME)

Wet 3 Percent Air Voids (Pa) *

(Calculated by DIME) %

Wet 3 Bulk Specific Gravity (Gmb Final) *

(Calculated by DIME)

Wet 3 Gmb Swell *

(Calculated by DIME) %

Wet 3 Wet Tensile Strength (S2) *

(Calculated by DIME) kPa

Nearest 5 kPa [1 psi]

TSR *

__________

TSR = S2 / S1

General comments (publicly viewable) (Max 1000 characters)

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Project test result compliance comments (Max 1000 characters)

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Test result compliancecomplies does not comply not applicable (Circle One)