AASHTO MP 37-2018 Provisional Specification for Performance-Graded Asphalt Binder for Surface Treatments.pdf

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1、Provisional Specification for Performance-Graded Asphalt Binder for Surface Treatments AASHTO Designation: MP 37-181Technical Section: 2b, Liquid Asphalt Release: Group 3 (August) American Association of State Highway and Transportation Officials 444 North Capitol Street N.W., Suite 249 Washington,

2、D.C. 20001 TS-2b MP 37-1 AASHTO Provisional Specification for Performance-Graded Asphalt Binder for Surface Treatments AASHTO Designation: MP 37-181Technical Section: 2b, Liquid Asphalt Release: Group 3 (August) 1. SCOPE 1.1. This specification covers asphalt binders for surface treatment applicatio

3、ns graded by performance. Grading designations are related to the average seven-day maximum pavement surface design temperature and the minimum pavement surface design temperature. Surface treatment applications include seal coats and chip seals. Note 1For performance-graded asphalt binders used in

4、hot mix applications, see M 320 or M 332. 2. REFERENCED DOCUMENTS 2.1. AASHTO Standards: M 320, Performance-Graded Asphalt Binder M 332, Performance-Graded Asphalt Binder Using Multiple Stress Creep Recovery (MSCR) Test R 28, Accelerated Aging of Asphalt Binder Using a Pressurized Aging Vessel (PAV)

5、 R 66, Sampling Bituminous Materials T 44, Solubility of Bituminous Materials T 48, Flash and Fire Points by Cleveland Open Cup T 55, Water in Petroleum Products and Bituminous Materials by Distillation T 313, Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheomete

6、r (BBR) T 315, Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) T 316, Viscosity Determination Asphalt Binder Using Rotational Viscometer 2.2. ASTM Standards: D8, Terminology Relating to Materials for Roads and Pavements D5546, Standard Test Method for S

7、olubility of Asphalt Binders in Toluene by Centrifuge D7553, Standard Test Method for Solubility of Asphalt Materials in N-Propyl Bromide 2.3. Other Reference: 2018 by the American Association of State Highway and Transportation Officials. All rights reserved. Duplication is a violation of applicabl

8、e law.TS-2b MP 37-2 AASHTO LTPP Seasonal Asphalt Concrete Pavement Temperature Models, LTPPBind 3.1, https:/infopave.fhwa.dot.gov/Page/Index/LTPP_BIND 3. TERMINOLOGY 3.1. Definitions: 3.1.1. ASTM D8 defines many terms common to asphalt cement. 3.1.2. asphalt binderan asphalt-based cement that is pro

9、duced from petroleum residue either with or without the addition of non-particulate, non-fibrous organic modifiers. 4. ORDERING INFORMATION 4.1. When ordering under this specification, include in the purchase order the surface performance grade (SPG) of asphalt binder required from Table 1 (e.g., SP

10、G 67-19 or SPG 73-25). 5. MATERIALS AND MANUFACTURE 5.1. Asphalt binder must be prepared by the refining of crude petroleum by suitable methods, with or without the addition of modifiers. 5.2. Modifiers may be any organic material of suitable manufacture that is used in virgin or recycled condition

11、and that is dissolved, dispersed, or reacted in asphalt binder to enhance its performance. 5.3. The asphalt binder must be homogeneous, free from water and deleterious materials, and must not foam when heated to 175C. 5.4. The asphalt binder must be at least 99.0 percent soluble, when determined in

12、accordance with T44, ASTM D5546, or ASTM D7553. 5.5. This specification is not applicable to asphalt binders in which fibers or other discrete particles are larger than 250 m in size. 5.6. The grades of asphalt binder must conform to the requirements given in Table 1. 6. SAMPLING 6.1. Sampling will

13、be in accordance with R 66. 7. TEST METHODS 7.1. The properties outlined in Sections 5.3, 5.4, and 5.6 must be determined in accordance with R 28, T44, or ASTM D5546, T 48, T 55, T 313, T 315, T 316, and ASTM D7553. 8. INSPECTION AND CERTIFICATION 8.1. Inspection and certification of the material wi

14、ll be as agreed upon between the purchaser and the seller. Specific requirements must be made part of the purchase contract. The seller will provide material handling and storage procedures for each asphalt binder grade certified. 2018 by the American Association of State Highway and Transportation

15、Officials. All rights reserved. Duplication is a violation of applicable law.TS-2b MP 37-3 AASHTO 9. REJECTION AND RETESTING 9.1. If the results of any test do not conform to the requirements of this specification, retesting to determine conformity is performed as indicated in the purchase order or

16、as otherwise agreed upon between the purchaser and the seller. 10. KEYWORDS 10.1. Asphalt binder; asphalt cement; chip seal; flash point; modifier; performance specifications; pressure aging; rheology; seal coat; surface treatment. 2018 by the American Association of State Highway and Transportation

17、 Officials. All rights reserved. Duplication is a violation of applicable law.TS-2b MP 37-4 AASHTO Table 1Surface Performance-Graded Asphalt Binder Specification Surface Performance Grade SPG 49 SPG 55 SPG 61 -25 -31 -37 -43 -19 -25 -31 -37 -43 -19 -25 -31 -37 Average 7-day Max pavement surface desi

18、gn temperaturea, C -25 -31 -37 -43 -19 -25 -31 -37 -43 -19 -25 -31 -37 Original Binder Flash point temp, T 48, Min, C 230 Viscosity, T 316b: Max 0.15 Pa*s, test temp., C 205 Original Performance Properties Dynamic Shear, T 315: G*/sin, Min 0.65 kPa, Test temp 10 rad/s, C 49 55 61 Phase anglec(), Max

19、, temp. where G*/sin = 0.65 kPa 80 80 80 80 80 80 80 80 Pressure Aging Vessel (PAV) Residue (R 28)dPAV aging temperature, C 100 100 100 Creep stiffness, T 313: S, Max 500 MPa, Test temp. 8 sec., C -25 -31 -37 -43 -19 -25 -31 -37 -43 -19 -25 -31 -37 a Temperatures are at the surface of the pavement s

20、tructure. These may be determined from experience or may be estimated using equations developed by SHRP or in LTPPBind 3.1, but modified to represent surface temperatures. Surface-grade high temperatures are generally 3C to 4C greater than those determined for Superpave PG binders. bThe referee meth

21、od will be AASHTO T 316 , however alternate methods may be used for routine testing and quality assurance. c Phase angle is determined at the temperature where G*/sin =0.65 kPa. For routine testing and quality assurance, the phase angle can be interpolated from testing at two temperatures, one above

22、 and one below where G*/sin =0.65 kPa. d Perform PAV aging according to AASHTO R 28 on the original binder. SPG binders are not subjected to AASHTO T 240. Continued on next page. 2018 by the American Association of State Highway and Transportation Officials. All rights reserved. Duplication is a vio

23、lation of applicable law.TS-2b MP 37-5 AASHTO Table 1Surface Performance-Graded Asphalt Binder Specification (Continued) Surface Performance Grade SPG 67 SPG 73 SPG 79 -13 -19 -25 -31 -13 -19 -25 -31 -13 -19 -25 -31 Average 7-day Max pavement surface design temperaturea, C -13 -19 -25 -31 -13 -19 -2

24、5 -31 -13 -19 -25 -31 Original Binder Flash point temp, T 48, Min, C 230 Viscosity, T 316b: Max 0.15 Pa*s, test temp., C 205 Original Performance Properties Dynamic Shear, T 315: G*/sin, Min 0.65 kPa, Test temp 10 rad/s, C 67 73 79 Phase anglec(), Max, temp. where G*/sin = 0.65 kPa 80 80 80 80 80 80

25、 80 80 80 80 80 Pressure Aging Vessel (PAV) Residue (R 28)dPAV aging temperature, C 100 100 100 Creep stiffness, T 313: S, Max 500 MPa, Test temp. 8 sec., C -13 -19 -25 -31 -13 -19 -25 -31 -13 -19 -25 -31 a Temperatures are at the surface of the pavement structure. These may be determined from exper

26、ience or may be estimated using equations developed by SHRP or in LTPPBind 3.1, but modified to represent surface temperatures. Surface-grade high temperatures are generally 3C to 4C greater than those determined for Superpave PG binders. b The referee method will be AASHTO T 316 , however alternate

27、 methods may be used for routine testing and quality assurance. c Phase angle is determined at the temperature where G*/sin =0.65 kPa. For routine testing and quality assurance, the phase angle can be interpolated from testing at two temperatures, one above and one below where G*/sin =0.65 kPa. d Pe

28、rform PAV aging according to AASHTO R 28 on the original binder. SPG binders are not subjected to AASHTO T 240. 1This provisional standard was first published in 2018. 2018 by the American Association of State Highway and Transportation Officials. All rights reserved. Duplication is a violation of applicable law.