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section 402 hot mix asphalt hma pavement

section 402 hot mix asphalt hma pavement

SECTION 402 HOT MIX ASPHALT (HMA) PAVEMENTS

SECTION 402 – HOT MIX ASPHALT (HMA) PAVEMENTS February 2019 New York State Department of Transportation 402-3 Construction Inspection Manual I. HMA PRE-PAVE MEETING (§402-3) A. PURPOSE The purpose of the Pre-pave meeting is to have

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SECTION 402 – HOT MIX ASPHALT, HMA, PAVEMENT

SECTION 402 – HOT MIX ASPHALT, HMA, PAVEMENT 402.01 Description. This work shall consist of one or more courses of HMA base, intermediate, or surface mixtures and miscellaneous courses for rumble strips, and wedge and leveling constructed on prepared foundations in accordance with 105.03. 402.02 Quality Control.

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SECTION 402 - HOT MIX ASPHALT (HMA) PAVEMENTS

Work is to be in accordance with requirements of NYSDOT Section 402 Hot Mix Asphalt (HMA) Pavements for following bid items, and with following modifications: 402-3 CONSTRUCTION DETAILS UNDER Subsection 402-3.09 Joints, at the end of 402-3.09B

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SECTION 402 - HOT MIX ASPHALT (HMA) PAVEMENTS

Work is to be in accordance with requirements of NYSDOT Section 402 Hot Mix Asphalt (HMA) Pavements for following bid items: 402-5 BASIS OF PAYMENT Payment will be made under: ITEM NO. ITEM PAY UNIT 402.018902 True Leveling F9, Superpave HMA, 80 Series Compaction Ton 402.018912 Plant Production Quality Adjustment to 402.018902 Quality Unit

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EI - New York State Department of Transportation

SECTION 402 - HOT MIX ASPHALT (HMA) PAVEMENTS EI 16-010 Page 2 of 23 US Cust. L 09/01/16 Do not place HMA mixture on any wet surface. Wet surface is defined as one that is moistened, covered, or soaked with water. 402-3.01 Temperature and Seasonal Limitations. A. Surface Temperature. 1. Surface Temperature.

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Title: REVISION TO STANDARD SPECIFICATION

Aug 07, 2020  REVISION TO STANDARD SPECIFICATION SECTION 402 - HOT MIX ASPHALT (HMA) PAVEMENTS AND NEW SECTION 404 – WARM MIX ASPHALT (WMA) PAVEMENTS. SUPERSEDED BY EB 20-048 EFFECTIVE 1/1/21 . Approved: /s/ Robert L. Sack Robert L. Sack, P.E. Deputy Chief Engineer, Research : 08/07/2020 Date. ADMINISTRATIVE INFORMATION:

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SECTION 13 –HOT MIX ASPHALT, HMA, PAVEMENT

GIFE HOT MIX ASPHALT, HMA, PAVEMENT SECTION 13 Rev. 12-16-20 13-4 The primary difference in the requirements for Section 402 materials compared to QC/QA HMA mixtures is that PG 58-28 and PG 6428 -are only to be used with mixtures that include

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SECTION 402 - HOT MIX ASPHALT (HMA) PAVEMENTS

Work is to be in accordance with requirements of NYSDOT Section 402 Hot Mix Asphalt (HMA) Pavements for following bid items: 402-5 BASIS OF PAYMENT Payment will be made under: ITEM NO. ITEM PAY UNIT 402.018902 True Leveling F9, Superpave HMA, 80 Series Compaction Ton 402.018912 Plant Production Quality Adjustment to 402.018902 Quality Unit

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EI_EB_DOC_DETAILS

This EI transmits revisions to Section 402 – Hot Mix Asphalt (HMA) Pavements and new Section 404 – Warm Mix Asphalt (WMA) Pavements. The revision includes: Section 402: •Removed the test section requirements for both 50 and 60 Series compaction methods. •Introduced the

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GUIDE FOR SPECIFYING ASPHALT PAVEMENTS FOR LOCAL ...

INDOT Standard Specifications, Section 402- Hot Mix Asphalt Pavements Part A (Materials and Mix Production) 402.01 Description This section defines the work to follow in Section 402 and consists of one or more courses of asphalt pavement base, intermediate, surface mixtures or other miscellaneous asphalt pavement application. The

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ITEM 402.607201 02 - HOT IN-PLACE RECYCLING OF HOT

ITEM 402.607201 02 - HOT IN-PLACE RECYCLING OF HOT MIX ASPHALT (HMA) PAVEMENTS ITEM 402.617201 02 - VIRGIN HOT MIX ASPHALT (HMA) ITEM 402.617211 02 - PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.61701 02 English Page 2 of 5 equipment are available from the Materials Bureau. A minimum of 30 days is required for approval consideration.

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SECTION 13 –HOT MIX ASPHALT, HMA, PAVEMENT 13.1

GIFE HOT MIX ASPHALT, HMA, PAVEMENT SECTION 13 Rev. 12-16-20 13-4 The primary difference in the requirements for Section 402 materials compared to QC/QA HMA mixtures is that PG 58-28 and PG 6428 -are only to be used with mixtures that include

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STATE OF NEW YORK

requirements of Section 401- Plant Production and Section 402 – Hot Mix Asphalt (HMA) Pavements shall apply except as modified below. ITEM 402.03810118 MISCELLANEOUS PATCHING F1, HOT MIX ASPHALT ITEM 402.03811118 PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.03810118 ITEM 402.03820118 MISCELLANEOUS PATCHING F2, HOT MIX ASPHALT

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SECTION 400 -- ASPHALT PAVEMENTS ASPHALT, HMA,

SECTION 400 -- ASPHALT PAVEMENTS SECTION 401 -- QUALITY CONTROL/QUALITY ASSURANCE, QC/QA, HOT MIX ASPHALT, 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.

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Rock River Water Reclamation District Rockford, Illinois

Nov 20, 2021  15 Hot-Mix Asphalt (HMA) Binder Course, N50, IL -19.0, 3” 15.1 General This work shall be in accordance with T.S. 4:3/Pavement Restoration of the General Provisions and Technical Specifications for Sanitary Sewer Construction in the Sanitary District of Rockford, and with the IDOT Standard Specifications for Road and Bridge Construction

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DIVISION 5 – HOT MIX ASPHALT PAVEMENTS AND

Section 501. Plant-Produced Hot Mix Asphalt . 501.01. Description . This work consists of providing and placing hot mix asphalt (HMA) mix using Superpave mixture design methods. A. Definitions Binder Content. Percent by weight of asphalt cement in the total mixture. Broken Aggregate. Cracked aggregate caused by construction operations.

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Hot-Mix Asphalt Material Properties

Hot-Mix Asphalt Material Properties . SCDOT Designation: SC-M-402 (03/11) 1. SCOPE. 1.1 Use the following specifications for preparing, constructing, and accepting Hot-Mix Asphalt (HMA) material properties. NOTE: Refer to the Standard Specifications, Division 300 for HMA Base Courses and on 400 for HMA Surface and Divisi

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23218 Attachment 11 - Office of General Services

HOT MIX ASPHALT CONCRETE PAVEMENT WITH CRUSHED GLASS SCOPE: This specification covers the requirements for the addition of crushed glass to asphalt concrete mixes. The provisions of Section 401 – Plant Production and Section 402 - Hot Mix Asphalt (HMA) Pavements applies except that the Contractor

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SECTION S414 - RAISED CROSSWALK

S414-2.01 Asphalt Asphalt pavement is to be 9.5 F2 top course HMA 80 series compaction in accordance with NYSDOT Section 402 Hot Mix Asphalt (HMA) Pavements. S414-2.02 Tack Coat Tack coat is to be diluted or straight tack coat mix in accordance with

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MnDOT Pavement Design Manual

Jul 10, 2019  For this manual, HMA refers to hot-mix asphalt or warm-mix asphalt layers of a pavement structure. HMA pavement may be constructed on new aggregate base, recycled material used as aggregate base, such as full-depth reclamation (FDR), or placed as an overlay on existing pavement. Other asphalt containing materials such

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Asphalt Group - West Virginia

401.05.20:Compaction Testing of Hot-Mix Asphalt Pavement 402.02.20 : Rapid Determination of the Polish Susceptible Carbonate Particle Content in Aggregates 403.01.50 : Procedure for Determining a Reduced Unit Price to Be Paid for Penetration Macadam Which Does Not Conform to the Grading Requirements of Governing Specifications

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Rubblized concrete pavements bases shall be

Oct 01, 2017  402-R-662 402-R-662 HOT MIX ASPHALT, HMA, PAVEMENT (Adopted 07-19-17) The Standard Specifications are revised as follows: SECTION 402, BEGIN LINE 91, DELETE AS FOLLOWS: A DMF shall be prepared in accordance with the above table and submitted in a format acceptable to the Engineer one week prior to use. The DMF shall state the

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HOT MIX ASPHALT, HMA, FOR MISCELLANEOUS

HOT MIX ASPHALT, HMA, FOR MISCELLANEOUS PAVEMENT The Standard Specifications are revised as follows: SECTION 402, BEGIN LINE 3, DELETE AND INSERT AS FOLLOWS: 402.01 Description This work shall consist of 1one or more courses of HMA base, intermediate, or surface mixtures, and miscellaneous courses for rumble strips, and wedge and leveling mixtures

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Hot-Mix Asphalt Material Properties

Hot-Mix Asphalt Material Properties . SCDOT Designation: SC-M-402 (03/11) 1. SCOPE. 1.1 Use the following specifications for preparing, constructing, and accepting Hot-Mix Asphalt (HMA) material properties. NOTE: Refer to the Standard Specifications, Division 300 for HMA Base Courses and on 400 for HMA Surface and Divisi

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HOT MIX ASPHALT (HMA) PAVEMENT

Hot Mix Asphalt Producer Program. HMA shall be transported and placed according to a Quality Control Plan (QCP) prepared by the Contractor in accordance with ITM 803 – contractor Quality Control Plan for HMA Pavement, and submitted to the Architect/Engineer five (5) calendar days prior to commencing HMA paving operations.

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STATE OF NEW YORK

Jan 03, 2013  requirements of Section 401- Plant Production and Section 402 – Hot Mix Asphalt (HMA) Pavements shall apply except as modified below. ITEM 402.03810118 MISCELLANEOUS PATCHING F1, HOT MIX ASPHALT ITEM 402.03811118 PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.03810118 ITEM 402.03820118 MISCELLANEOUS PATCHING F2, HOT MIX

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SECTION 400 -- ASPHALT PAVEMENTS ASPHALT, HMA,

SECTION 400 -- ASPHALT PAVEMENTS SECTION 401 -- QUALITY CONTROL/QUALITY ASSURANCE, QC/QA, HOT MIX ASPHALT, 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.

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SECTION S412 - TEMPORARY PAVEMENT

Asphalt pavement 19 F9 binder course HMA 80 series compaction in accordance with NYSDOT Section 402 Hot Mix Asphalt (HMA) Pavements Recycled asphalt top or binder course in accordance with Section R404 Recycled Asphalt Concrete Pavement Asphalt millings Asphalt millings are to be product of milling of existing asphalt concrete pavement.

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SECTION S413 - SPEED HUMP

NYSDOT Section 402 Hot Mix Asphalt (HMA) Pavements. Asphalt tack coat must be applied before placement of any new asphalt material, and between any and all subsequent lifts of asphalt courses, in accordance with NYSDOT Section 407 Tack Coat. All exposed edges of existing adjacent pavement are to be treated with asphalt pavement joint adhesive in

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SECTION S414 - RAISED CROSSWALK

S414-2.01 Asphalt Asphalt pavement is to be 9.5 F2 top course HMA 80 series compaction in accordance with NYSDOT Section 402 Hot Mix Asphalt (HMA) Pavements. S414-2.02 Tack Coat Tack coat is to be diluted or straight tack coat mix in accordance with

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Local Agency Programs Hot Mix Asphalt Selection Guidelines

Mar 10, 2020  Hot Mix Asphalt Selection Guidelines Revised: 03/10/2020 FHWA Approved: 05/07/2020 The following guidelines have been developed at the request of Local Agency Engineers for use on Local Agency projects. These guidelines have been reviewed and approved by the County Road Association of Michigan Engineering Hot Mix Asphalt (HMA) Sub-Committee.

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Rock River Water Reclamation District Rockford, Illinois

Nov 20, 2021  15 Hot-Mix Asphalt (HMA) Binder Course, N50, IL -19.0, 3” 15.1 General This work shall be in accordance with T.S. 4:3/Pavement Restoration of the General Provisions and Technical Specifications for Sanitary Sewer Construction in the Sanitary District of Rockford, and with the IDOT Standard Specifications for Road and Bridge Construction

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Table of Contents

Section 401 – Plant Production and Section 402 - Hot Mix Asphalt (HMA) Pavements applies except that the Contractor has the option of blending crushed glass in the following mixes: 37.5 Nominal Max.

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DIVISION 400 – ASPHALT PAVEMENTS

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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SECTION 400 – ASPHALT PAVEMENTS SECTION 401 –

SECTION 400 – ASPHALT PAVEMENTS SECTION 401 – QUALITY CONTROL/QUALITY ASSURANCE, QC/QA, HOT MIX ASPHALT, 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

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