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6-1 DIVISION 6 ASPHALT PAVEMENTS SECTION 600 PRIME COAT 600-1 DESCRIPTION Perform the work covered by this section including but not limited to treating an existing non-asphalt base course with asphalt material by furnishing and applying the prime, furnishing and placing granular material to protect the prime, and maintaining the
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6-1 DIVISION 6 ASPHALT PAVEMENTS 1 SECTION 600 2 PRIME COAT 3 600-1 DESCRIPTION 4 Perform the work covered by this section including, but not limited to, treating an existing 5 non-asphalt base course with asphalt material by furnishing and applying the prime,
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Jul 24, 2006 Construction and testing shall conform to the applicable sections of Division 6 – Asphalt Pavements of the NCDOT Standard Specifications for Roads and Structures, latest revision. Other requirements for base course and pavement are also set out on the drawings and on the standard details shown in the City of Jacksonville standard street details.
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Construction and testing shall conform to the applicable sections of Division 6 – Asphalt Pavements of the NCDOT Standard Specifications for Roads and Structures, latest revision. Other requirements for base course and pavement are also set out on the drawings and on the Standard Details shown in the Town of Clayton standard
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DIVISION 400 – ASPHALT PAVEMENTS SECTION 401 – QC/QA HMA PAVEMENT 401.01 Description This work shall consist of one or more courses of QC/QA HMA base, intermediate, or surface mixtures constructed on prepared foundations in accordance with 105.03. 401.02 Quality Control The HMA shall be supplied from a certified HMA plant in accordance with
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MDOT Standard Specifications for Construction Section 602 6-5 . Provide Grade 3500 or Grade 3500HP for concrete pavement, miscellaneous concrete pavement,
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Oct 06, 2021 U.S. Department of Transportation Federal Highway Administration 1200 New Jersey Avenue, SE Washington, DC 20590 202-366-4000
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asphalt-rubber binders may be used, such as AR Type II or Type III. The choice of binder is dependent on material, traffic, and environmental factors. The first consideration is to use hot applied AC binders or asphalt emulsion binders. AC binders are 100% asphalt, while emulsions are
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Evaluation of the “Safety Edge” for Asphalt Pavement MR 2011-01 Construction-Evaluation North Dakota Department of Transportation . 6 Materials Research Division. Evaluation . Staff members from the Materials Research Division will be onsite to observe and document
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DIVISION 400 ASPHALT PAVEMENTS SECTION 401 PRIME AND TACK COATS AND EMULSIFIED ASPHALT IN BASE COURSE 401.01 Description. This item shall consist of a single application of asphalt material and blotter material, if required, applied to the completed and approved subgrade, to the base course, or on the existing asphalt or concrete surface ...
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Asphalt surface treatments. 6. Pavement-marking paint. 7. Traffic-calming devices. C. Related Sections: 1. Division 31 Section "Earth Moving" for aggregate subbase and base courses and for aggregate pavement shoulders. 2. Division 32 Sections for other paving installed as part of crosswalks in asphalt pavement areas.
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Division 40 – Asphalt Surfacing Revised 11/08 Regardless of the test results, a "non-stripping" additive shall be added to the asphalt in the amount of one-half percent (0.5%) by weight of the asphalt.
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DIVISION 400 PAVEMENTS SECTION 401 PLANT MIX PAVEMENTS–GENERAL DESCRIPTION 401.01 These specifications include general requirements that are applicable to all types of hot mix asphalts irrespective of gradation of aggregate, kind and quantity of asphalt cement, or pavement use. Deviations from these general requirements will be
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Dec 07, 2017 DIVISION 200-EARTHWORK 204 Mobilization 3 204.5 Basis of Payment DIVISION 400-ASPHALT PAVEMENTS 401 Asphalt Base, Wearing, and Patching Leveling Courses 5 401.7.2 Surface Tolerance 401.10.6 Safety Edge 401.12 Method of Measurement 405 Chip Seals 6 410 Asphalt Base and Wearing Courses, Percent Within Limits (PWL) 11
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pavements performed at least as well as standard hot mix pavements. Although the use of recycled rubber in pavements was desirable from an environmental sustainability standpoint, the cost of rubber modification was typically higher than standard modified asphalt pavements, often without evidence of superior performance.
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OF ASPHALT CONCRETE PAVEMENTS IN IOWA Final Report for Project MLR 87-5 July 1987 Highway Division -----~'6. Iowa Department -----~'l of Transportation . PROJECT MLR 87-5 FRICTIONAL PROPERTIES OF ASPHALT CONCRETE PAVEMENTS IN IOWA BY Roderick W. Monroe Bituminous Engineer
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Division 5Hot Mix Asphalt Pavements Surface Treatments. Division 5 Revision Overview. FUSP Changes. 501 – Reduction of HMA Mixes. 502 – Terminology and Pay Items. 504 – Application and Pay Items. 505 – Double Chip Seal. FUSPs Incorporated Into 2020 Spec Book. 501BB – Safety Edge.
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Asphalt Pavements-Patrick Lavin 2019-12-14 Asphalt Pavements provides the know-how behind the design, production and maintenance of asphalt pavements and parking lots. Incorporating the latest technology, this book is the first to focus primarily on the design, production and maintenance of
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Asphalt Pavements. Sameh Zaghloul. ... Performed for the Division of Research of California Department of Transportation, USA (2000 – 2008) and Evaluation of the Automated Distress Survey Technologies – Performed for the Bureau of Research of New Jersey Department of Transportation, USA (2008 - 2009). ...
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Oct 06, 2021 U.S. Department of Transportation Federal Highway Administration 1200 New Jersey Avenue, SE Washington, DC 20590 202-366-4000
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Hwy 6, Greer County, Oklahoma (Koss #948) Completed in the Spring of 2011, this project is located in Greer County, Oklahoma approximately one mile North of Granite, OK. The project consisted of some light grading, stabilization with Cement Kiln Dust (CKD) asphalt surfacing on SH-6 to add a new Southbound lane and crossovers.
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Pavement Standard Plans and Specifications are the documents that implement the standards, policies, and best practices for pavements on California highways. They contain the standard requirements for bidding, constructing, and administering Caltrans contracts. Specifications include the Standard Specifications, Revised Standard Specifications ...
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DIVISION 400 – PAVEMENTS ... 2.4.2 The Contractor shall have the option of utilizing asphalt pavement removed under the Contract, if any, or old asphalt pavement from an existing stockpile or supplying all new materials for the production of asphalt pavement or any combination
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DIVISION 400 – PAVEMENTS SECTION 401 – PLANT MIX PAVEMENTS – GENERAL SECTION 403 – HOT BITUMINOUS PAVEMENT ... Division 700 Division 800 Division 900 Master Table of Contents 400-6 The State’s Asphalt Plant Inspector should visit the commercial plant operation or portable
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Asphalt surface treatments. 6. Pavement-marking paint. 7. Traffic-calming devices. C. Related Sections: 1. Division 31 Section "Earth Moving" for aggregate subbase and base courses and for aggregate pavement shoulders. 2. Division 32 Sections for other paving installed as part of crosswalks in asphalt pavement areas.
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Enhanced Durability of Asphalt Pavements through Increased In-Place Pavement Density. 2 ... • Ammon Heier –FHWA Arizona Division NC SC Area Engineer • Larry Galehouse –National Center for Pavement Preservation • Paul Burch –ADOT Assistant State Materials Engineer (ret.) / Oregon DOT
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Asphalt Binder, Cutback Asphalts, and Emulsion Asphalts Page 4 of 6 ⦁ Bill of Lading number and the source and grade of the asphalt binder. The manufacturer's material certifications are on file at the Materials Division. To provide proper documentation of the use of certified liquid asphalts (emulsions,
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Main Portal for The Road Authority. Ontario Provincial Standards > Specifications (Vol 1,2,5,6,7,8) > Construction Requirements (Vol 1, 5, 7) > Division 3 - Pavements > OPSS.PROV 313 - Hot Mix Asphalt - End Result
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Demonstration Project for Enhanced Durability of Asphalt Pavements through Increased In-place Pavement Density July 2017 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Tim Aschenbrener, E. Ray Brown, Nam Tran and Phillip B. Blankenship NCAT Report 17-05 9. Performing Organization Name and Address 10.
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Chapter 4 DIVISION 400 - PAVEMENTS SECTION 401 - HOT MIX ASPHALT PAVEMENT 401.01 Description The Contractor shall furnish a uniformly blended, homogenous mixture placed as one or more courses of Hot Mix Asphalt Pavement (HMA) on an approved base in accordance with the contract documents and in reasonably close conformity with the lines, grades,
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The pavement section was designed and constructed as an LLAP section consisting of the following pavement components: A hot mix asphalt (HMA) surface course containing a polymer-modified asphalt (PG 64-28PM), 15 percent reclaimed asphalt pavement (RAP), and a representative aggregate from the Red Bluff area treated with 1.2 percent
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eclaimed asphalt pavement (RAP) is commonly used in asphalt mixtures in the United States. Within the past few years, recycled asphalt shingles (RAS) has also become a viable additive to asphalt mixtures. Both are an environmentally and economically attractive proposition. In 2008 a
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Division 2. 2-06.3(3) Subgrade for Permeable Pavements. PHMA/PWMA/PConcrete (March 9, 2016) May be used on FHWA funded projects. For use when specifying Permeable pavement. Please read notes before using. 2-06.5. Subgrade for Permeable Pavements. PHMA/PWMA/PConcrete (March 9, 2016) May be used on FHWA funded projects. For use when specifying ...
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