AASHTO Designation: M Release: Group 3 (August ). American Association of State Highway and Transportation Officials North Capitol Street. Find the most up-to-date version of AASHTO M at Engineering AASHTO M Standard Specification for Performance-Graded Asphalt Binder. standard by American Association of State and Highway Transportation.

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The rate at which the binder stiffness changes with time at low temperatures is regulated through the m-value. Work done under the NCHRP mm320 project used the time sweep test to apply sufficient cycles to induce damage, but the amount of time required to perform the test was a problem. The DTT pulls an asphalt specimen in tension at a very slow rate to simulate shrinkage as a pavement cools.

Refining Superpave asphalt binder characterization | Asphalt magazine

The grades of asphalt binder shall azshto to the requirements given in Table 1 or Table 2. Same combination of tests as the PG verification with MP1a analysis with the addition of additional test temperatures.

A majority of the roads pavements in the United States and around the world are constructed using a composite mixture of asphalt binder and aggregates blended to meet preset design requirements. The new standards may be used by anyone interested in characterizing the low temperature behavior of asphalt binders. The average non-recoverable strain for the creep and recovery cycles is divided by the applied stress for those cycles to yield the non-recoverable creep compliance, Jnr.

Many DOTs have noticed a lower to almost negligible incidence of thermal cracking since the implementation and use of the new test methods. The calculation practice only considers single-event thermal cracking phenomenon as explained in the previous section.

A user-friendly version of the software was written and the test protocol was further refined for specification type use.


The critical cracking aashyo T cr is the temperature where the thermal stress is equal to the strength of the asphalt binder. For the past 12 years he has been involved with the refinement of various Superpave specifications m302 development of standards.

This article summarizes some of the latest developments in refining the PG asphalt binder system. Upon completion of SHRP research ina set of performance-related specifications were developed for asphalt binders as well as mixtures.

Asphalt Binder Specification Tests – Asphalt InstituteAsphalt Institute

This parameter is measured after a relatively small number of load cycles and the non-linear behavior or damage is not apparent. Described below is the need for new standards followed by a brief history of their sashto. They fall into four categories: Grading designations are related to the average seven-day maximum pavement design and minimum pavement design temperatures.

Scope and Purpose of the New Standards The above BBR and DT test methods have been previously used in one form or another to characterize various materials including asphalt binder. This combination of tests provides a more in-depth low temperature property analysis. Hence, a comprehensive model of low-temperature pavement performance must include rheological and fracture properties of the asphalt binder.

In particular, the permanent deformation or rutting criteria, the fatigue cracking and the low-temperature cracking aspects of the specification aasjto been reviewed. Compare the failure stress from T to the calculated induced thermal stress as per PP By Dwight Walker, P.

The MSCR test starts at the lowest stress level and increases to the higher level at the end of 10 cycles, with no time delay between cycles. Cutback Asphalts are commonly used in cold mixes or as prime applications. To prevent thermal cracking, the S value was limited to a maximum of MPa. For example, an air bearing had to be used because metal bearings used in the previous design had introduced errors. The LAS test can be performed on the newer DSRs with a total ,320 time of about 12 minutes the relatively fast and easy part.


Asphalt Binder Specification Tests

The stiffness, S, at second loading time was found to relate to thermal cracking in the field. The seller shall provide material handling and storage procedures to the purchaser for such asphalt binder grade certified.

These were collectively called the Superpave pavement design system. It is a m230 fast test, but it has some serious mechanics and calculations backing it up. All of the included tests are performed at one temperature. These devices were redesigned to 3m20 repeatable and user-friendly test methods that can be performed at a moderate price.

Does not address low temperature properties. Emulsions can also be cationic and anionic. One of the new procedures being considered to characterize fatigue cracking performance of asphalt binders is the Linear Amplitude Sweep LAS test. If the creep stiffness is between and MPa, the direct tension failure strain requirement can be used in lieu of the creep stiffness requirement.

A high response value indicates a significant elastic component. This requirement may be waived at the discretion of the specifying agency if the supplier warrants that the asphalt binder can be adequately pumped and mixed at temperatures that meet all applicable safety standards.

An important phenomenon called physical hardening of m3320 binders during prolonged exposure to low temperatures was aadhto during the refinement efforts. Cracked pavements require a lot of maintenance and are aasyto expensive.

The m-value requirement must be satisfied in both cases.