Volumetric Design for HotMix Asphalt (HMA)

PDF Chapter 2A Design and Control of Hot-Mix Asphalt (HMA

Design and Control of Hot-Mix Asphalt (HMA) Mixtures Using the Superpave Asphalt Mixture Design and Analysis System 1. General Scope specifications contained in the Standard Practice for Superpave Volumetric Design for HMA (AASHTO R 35) and Standard Specification for Superpave Volumetric Mix Design (AASHTO M 323) except as revised herein.

PDF 866 Asphalt Mixture Design - Wisconsin Department of

Specification for Superpave Volumetric Mix Design AASHTO M323 Standard Practice for Mixture Conditioning HMA AASHTO R30 - NCHRP 9-33 (A Mix Design Manual for Hot Mix Asphalt) - NCHRP Report 673 (A Manual for Design of Hot Mix Asphalt with Commentary) 866.2.3 Materials and Test Procedures: Additional Guidance

Superpave Design Guidelines for Using Hot-Mix Recycled

Superpave Design Guidelines for Using Hot-Mix Recycled Asphalt Pavement and Recycled Asphalt Shingles Recycling Hot-Mix Asphalt and Recycling Manufacturer Waste Asphalt Roofing Shingles A minimum of 3 volumetric specimens at estimated target A.C. to

ALDOT-349-86 HOT-MIX ASPHALT TESTING EQUIPMENT 1

2.3.2. ALDOT-307, Design Method for Selecting Optimum Asphalt Cement Content of Hot-Mix Asphalt Mixture by Means of the Marshall Apparatus 2.3.3. ALDOT-319, Rapid Method to Determine the Asphalt Content in Hot-Mix Asphalt Paving Mixtures 2.3.4. ALDOT-354, Asphalt Content of Hot-Mix Asphalt Mixtures by the Nuclear Method 2.3.5.

PDF July ASPHALT PAVING FIELD INSPECTION TRAINING Purpose

of asphalt binder in the mix. For our purposes, it is the amount of asphalt binder that effectively forms a bonding film on the aggregate surfaces. Air Voids -Air voids are small pockets of air between the coated aggregate particles in the final compacted mix. The durability of a hot mix asphalt pavement is a function of the air void content.

Hot Mix Asphalt | Asphalt Calculator | Calculate Aggregate

Overview Hot mix asphalt (HMA) pavement refers to the bound layers of a flexible pavement structure. Asphalt pavement material is a precisely engineered product composed of about 95 percent stone, sand, and gravel by weight, and about 5 percent asphalt cement, a petroleum product. Asphalt cement acts as the glue to hold the pavement together. Our HMA is mixed at our asphalt production

PDF Hot Mix Asphalt Plants - Emission Assessment Report

Hot Mix Asphalt Plants Kiln Dryer Stack Manual Methods Testing Asphalt Plant A, Cary, North Carolina Volume 1 of 2 EPA 454/R-00-021a April 2000 Volume 2 of 2 EPA 454/R-00-021b April 2000 Hot Mix Asphalt Plants Kiln Dryer Stack Instrumental Methods Testing Asphalt Plant B, Clayton, North Carolina EPA 454/R-00-022 April 2000 Hot Mix Asphalt Plants

Hot Mix Asphalt (HMA) Level One Certification and Training

Hot Mix Asphalt Technician Training Course and Certification. This technician training course is a four-day course. This course is designed to give candidates the skills and knowledge necessary to pass the Michigan Certified HMA Laboratory Technician Level 1 Test. The course is composed of both classroom and laboratory instruction, with over

PDF Item 341 Dense-Graded Hot-Mix Asphalt

Dense-Graded Hot-Mix Asphalt 1. DESCRIPTION Construct a hot-mix asphalt (HMA) pavement layer composed of a compacted, dense-graded mixture of aggregate and asphalt binder mixed hot in a mixing plant. Payment adjustments will apply to HMA placed under this specification unless the HMA is deemed exempt in accordance with Section 341.4.9.4., "Exempt

PDF Minnesota Local Road Research Project

life cell, following Mn/DOT 2350 specifications for hot mix asphalt. The cell was constructed on a four-inch base of class 5 over a twelve-inch base of class 1 material, over a clay sub-grade. The subgrade design 'R-value' was 12. The average HMA thickness was 3.3-in, and the mix used a 75-blow Marshall design.

DIVISION 400 - PAVEMENTS SECTION 401 - HOT MIX

401.03 Composition of Mixtures The Contractor shall compose the Hot Mix Asphalt Pavement with aggregate, Performance Graded Asphalt Binder (PGAB), and mineral filler if required. HMA shall be designed and tested according to AASHTO R35 and the volumetric criteria in Table 1. The Contractor shall size, uniformly grade,

Pavement Manual: Mix Transport

Hot-Mix Asphalt Pavement Mixtures. ♦ 6.1 General; ♦ 6.2 HMA Mix Design; ♦ 6.3 Guidelines for Selecting HMA Mixtures; ♦ 6.4 Selecting Surface Aggregates to Comply With the Wet Surface Crash Reduction Program (WSCRP) 7. Concrete Materials. ♦ 7.1 Hydraulic Cements; ♦ 7.2 Blended Cements; ♦ 7.3 Fly Ash; ♦ 7.4 Aggregates; ♦ 7.5

PDF Hot Mix Asphalt Testing Technician

Calculate the application rate (lb / yd²) for 2000 tons of hot mix asphalt laid 14 feet wide from station 193 + 00 to station 251 + 76. 19. Determine the tons of asphalt required to surface a driveway area 12' wide and 450' long if the application rate is to be 220 lb / yd². 20. The following questions pertain to the supplied mix design. a.

PDF 12sp501(V) Department of Transportation for Superpave Hot

of an equal volume of water at a stated temperature. HMA Design. The selection and proportioning of aggregate(s), mineral filler (if required), reclaimed asphalt pavement (RAP), and asphalt binder to meet mixture design criteria. Job Mix Formula (JMF). An HMA Design for a specific project. This may include

Hot Mix Asphalt (HMA) Level 2 Technician

The Hot Mix Asphalt (HMA) Level 2 Job Mix Technician course is intended to cover the concepts and preparation procedures of HMA job mix formula (JMF). Individuals who complete this course will be certified to perform HMA Level 2 Job Mix Technician duties for SCDOT projects. Each participant is responsible for performing mathematical

PDF HMA Mix Design Submittal - WSDOT

I certify this HMA job-mix formula (JMF) has been developed in accordance to WSDOT Standard Operating Procedure (SOP) 732 "Volumetric Design for Hot-Mix Asphalt (HMA)". The HMA JMF has been verified in accordance to section 10 of SOP 732 which consist of preparing replicate mixtures containing the selected design aggregate structure at each of

PDF Regressing Air Voids for Balanced HMA Mix Design

In volumetric mix design, the difference between air voids and voids in the mineral aggregate (VMA) controls the effective asphalt content. To increase the effective asphalt content in mixes, it is necessary to either target a lower air void content or increase the minimum VMA criteria . The objective of this study was to assess the

AASHTO R 35 - Standard Practice for Superpave Volumetric

Jan 01,  · This standard practice for mix design evaluation uses aggregate and mixture properties to produce a hot mix asphalt (HMA) job mix formula. The mix design is based on the volumetric properties of the asphalt mixture in terms of the air voids, voids in the mineral aggregate (VMA), and voids filled with asphalt

PDF Hot Mix Asphalt Pavement Design Guide

4 Chart 1: Recommended Mixes for Normal HMA Applications (Proposed compaction levels based on NCHRP 9-9 levels @ 4% Per Voids) Low Volume Design Level Recommended Aggregate Size Binder Type Compaction Level Compacted Thickness Surface 9.5mm PG64-22 50 gyrations 1.5" Base 12.5mm PG64-22 50 gyrations 2" 19mm PG64-22 50 gyrations 3"

Hot-mix Asphalt Testing for The South African Pavement

HOT-MIX ASPHALT TESTING FOR THE SOUTH AFRICAN PAVEMENT DESIGN METHOD J. ANOCHIE-BOATENG , E. DENNEMAN, J. O'CONNELL, G. MTURI, D. VENTURA CSIR, PO Box 395 Pretoria, 0001, South Africa ABSTRACT As part of the revision of the South African Pavement Design Method (SAPDM), a large

PDF Waqtc Tm 13 (16

The volumetric proportions of the asphalt binder and aggregate components of an asphalt mixture and their relationship to the other components are considered. The mass of the components and their specific gravities are used to determine the volumes of each of the components in the mix. The volumetric properties of a compacted HMA paving mixture

Section 7020 - Hot Mix Asphalt Pavement

Section 7020 - Hot Mix Asphalt Pavement 5 Revised: Edition PART 2 - PRODUCTS 2.01 HMA MATERIALS Comply with Iowa DOT Section 2303, with the following exception: Follow the procedure outlined in Iowa DOT Materials I.M. 510 for HMA mixture designs, except replace Table 1 in Appendix A, HMA Mixture Design Criteria with the SUDAS HMA Mixture

HMA Mix Design Fundamentals – Pavement Interactive

HMA Weight-Volume Terms and Relationships. Mix design, and specifically Superpave mix design, is volumetric in nature. That is, it seeks to combine aggregate and asphalt on a volume basis (as opposed to a weight basis). Volume measurements are usually made indirectly by determining a material’s weight and specific gravity and then calculating

PPT – Hot Mix Asphalt (HMA) Volumetric Properties

Hot Mix Asphalt (HMA) Volumetric Properties. HMA Volumetric Terms Residual Manometer. Metal Bowl with Lid. Shaker Table. Calculations. Gmm = A / ( A - C ) – A free PowerPoint PPT presentation (displayed as a Flash slide show) on PowerShow.com - id: 10f452-ZDc1Z

Hot-Mix Asphalt (HMA) 101 - Asphalt Institute

Hot-Mix Asphalt (HMA) 101 Details (Nov 16-17, ) Description. Understanding the basics of hot-mix asphalt - its composition and the importance of proper transporting, placement and compaction - is a vital necessity for anyone involved in the construction or inspection of asphalt pavements.

A Factorial Design Approach to Analyse the Effect of

The present study investigates the effect of replacement of coarse fraction of natural aggregates by recycled concrete aggregates on the properties of hot mix asphalt (HMA) using general factorial design approach. For this two factors i.e. recycled coarse aggregates percentage [RCA (%)] and bitumen content percentage [BC (%)] are considered. Tests have been carried out on the HMA type