Big Chemical Encyclopedia

Chemical substances, components, reactions, process design ...

Articles Figures Tables About

Asphalt Institute

Mix Design Methods for Asphalt Concrete MS-2), The Asphalt Institute, 1974. [Pg.127]

V. P. Puziuawkas and L. W. Corbett, Research Report 78-1, The Asphalt Institute, Maryland, 1978. [Pg.350]

M Brief Introduction to Mspha/t and Some of Its Uses, Manual Series No. 5, The Asphalt Institute, College Park, Md, 1975. [Pg.375]

PisphaltMulch Treatment, Information Series IS-161, The Asphalt Institute, CoUege Park, Md., 1960. [Pg.376]

Asphalt Institute recommended cold mix method Resistance to plastic flow of bituminous mixtures using Marshall Apparatus Immersion—Marshall method Immersion—Marshall method Superpave mix design... [Pg.181]

AASHTO T245 AASHTO T246, T247 Asphalt Institute Cold Mix Manual ASTM D1559... [Pg.181]

The effect of sulfur and asphalt contents in SAS mixtures on Marshall Stability is shown in Figure 3 [15]. The stability values tend to increase with sulfur content but decrease with asphalt addition. It is interesting to note that without the sulfur and asphalt, sand mixes would have little or no stability. The data also indicate a wide variety of mix designs are possible whose stabilities are consistant with Asphalt Institute suggested values for conventional asphaltic mixes. [Pg.160]

The properties are consistent with those suggested by the Asphalt Institute [48] for light, medium and heavy traffic categories, except in the area of air void content, which can be adjusted through changes in aggregate grading and binder content. At S/A... [Pg.182]

Mix Design Methods for Asphalt Concrete" Publication MS-2 The Asphalt Institute College Park, MD, 1974. [Pg.224]

Asphalt Institute-an international, non-profit association sponsored by members of the petroleum asphalt industry that serves both users and producers of asphaltic materials through programs of engineering service, research, and education. [Pg.133]

The Asphalt Institute, Construction Specifications for Asphaltic Concrete... [Pg.167]

The U.S. Bureau of Mines participated in a field trial of sulfur-asphalt concrete pavement on U.S. Highway 93 near Boulder City, Nev. in January 1977. This test section is 2100 ft long. The aggregate-asphalt-sulfur (AAS) system was used to mix the ingredients. The sulfur and AC 40 asphalt cement were introduced into the pugmill as individual components. The sulfur comprised 27 w/o of the total binder. The aggregate used in the mixture was a crushed volcanic rock which conformed to the Asphalt Institute type IVb gradation. This test section is now in post-construction evaluation. [Pg.219]

Shook, J.F., F. N. Firm, M. W. Witezak, and C. L. Monismith, Thiekness Design of Asphalt Pavements , The Asphalt Institute Method, In Proc., 5th International Conference on the Structural Design of Asphalt Pavements, Delft, The Netherlands,Vol. 1, 1982, pp. 17-44. [Pg.155]

A more detailed listing of these ASTM methods is given at the end of this paper. The criteria suggested by the Asphalt Institute (5) and Shell (I, 2) for asphaltic concrete (A/C) under heavy, moderate, and light traffic conditions were used to evaluate these test results. Table III lists recommended test values (5) for conventional A/C mixes deemed necessary to withstand light, medium, or heavy traffic. [Pg.114]

Eik JM, Shook JF (1978) The effect of haghouse fines on asphalt mixtures (Research Report No 78-3). Asphalt Institute, College Park, MD, p 173... [Pg.166]

Kallas BF (1984) Flexible pavement mixture design using reclaimed asphalt concrete (FHWA/RD-84/088). Asphalt Institute, Lexington, KY, p 327... [Pg.172]

Source Adapted from Asphalt Institute MS-10, Soils Manual. Manual Series No. 10. Lexington, KY Asphalt Institute. With permission. [Pg.23]

A detailed description of the test procedure can be found in the Asphalt Institute MS-10 and AASHTO T 307 (2007). [Pg.34]

Equations 1.2 and 1.3 are proposed to be used by the Asphalt Institute of the United States (Asphalt Institute MS-1). They are applicable to materials classified as A-7, A-6, A-5, A-4 and finer A-2 soils (AASHTO designation) or CL, CH, ML, SC and SP (USCS), or in general for materials that are estimated to have a resilient modulus of 207 MPa or less. [Pg.36]

Bitumen (or asphalt), apart from being used in the production of bituminous mixtures for road construction, also has a wide range of applications, such as waterproofing, protective coatings and a range of industrial products (more than 250 Asphalt Institute MS-4 1989). [Pg.96]


See other pages where Asphalt Institute is mentioned: [Pg.372]    [Pg.181]    [Pg.194]    [Pg.278]    [Pg.144]    [Pg.204]    [Pg.372]    [Pg.106]    [Pg.114]    [Pg.136]    [Pg.136]    [Pg.91]   
See also in sourсe #XX -- [ Pg.133 ]




SEARCH



Asphalt institute deflection method

Asphalt institute effective depth method

Asphalt institute pavement design methodology

Asphalt institute surface dressing (chip seal) design

Asphaltic

Asphalts

© 2024 chempedia.info