STONE MASTIC ASPHALT RESEARCH PRESENTATION ROAD SYSTEM AND ENGINEERING.

Slides:



Advertisements
Similar presentations
The use of Steel Slag aggregate in asphalt
Advertisements

CONCRETE MATERIALS Technology of Material II TKS 4012 Prepared by
Civil Engineering Materials
INAR 342: FINISHING WALL FINISHES. Walls are the vertical building elements which divide the spaces from each other. Walls generally have load bearing,
Impact of Changing the Dust to Binder Ratio Naga Shashidhar Aroon V. Shenoy.
Ms Ikmalzatul Abdullah BITUMINOUS MATERIALS. Definitions: Binder: A material used to hold solid particles together, i.e. bitumen or tar. Bitumen: A heavy.
MODULE 4 ASPHALT MIX DESIGN*
1Volumetric Analysis of HMA Mixtures VOLUMETRIC ANALYSIS OF HMA MIXTURES.
HMA Design (Surface) The surface course is the layer in contact with traffic loads and normally contains the highest quality materials. It provides characteristics.
Construction Materials (CE 1206)
Asphalt Specification Changes July 2005 Contractor Asphalt Training Rich Hewitt, PE District Bituminous Engineer District Five Materials & Research.
Insert Picture here. Coolpave (TM) (with LEA) Open Graded Asphalt Mike Marsden Glynn Holleran Prepared for RNZ Asphalt Forum November.
High Modulus Asphalt (HiMA) Technology Transfer (T 2 ) November 2010 Progress report Prepared for presentation at the 20 th meeting of the Roads Pavements.
NCHRP Projects 9-25 & 9-31: Findings Related to Surface Cracking FHWA Mixture ETG Washington, DC February 2003 Advanced Asphalt Technologies, LLC “Engineering.
SMA Mixture Design Requirements
Stone Mastic Asphalt Molly Nause-McCord. What is it? A type of road surfacing mix Mix made up of 70% coarse aggregate Nominal size of 10 mm or 14 mm –10mm.
Relation between CEN standards and performance based operations By JP Michaut Colas’ Group.
Asphaltic Concrete Mix Design
HMA PLANT OPERATION. Types Of Plants BATCHDRUM MIXER.
HMA PLANT OPERATION. Types Of Plants BATCHDRUM MIXER.
Southampton Solent University. Southampton Solent University with the Good Earth Trust promotes projects in Africa that utilise interlocking rammed earth.
HMA Design: Component Selection TRH3/HMA Workshop June 2001.
Bituminous Street Recertification Initiatives. Initiative Items n Stone Matrix Asphalt (SMA) n Longitudinal Joint Spec and other methods for longitudinal.
ADMIXTURES to CONCRETE In modern days Concrete without an Admixture Is an exception.
Lime Stabilization Daniel Puiatti March 2O th, Lime : Definitions – Properties – Applications 2.Treatment Techniques in.
Warm Mix Asphalt Yellowstone National Park Brad Neitzke Western Federal Lands Highway Division.
Performance of Stone Matrix Asphalt Pavements in Maryland L. Michael G. Burke C. Schwartz AAPT 2003 Lexington, KY.
7.0 RAC Jeopardy Assessment of Learning 2 RAC Jeopardy Roads, Routes, and Highways Got RAC?RACitectureRAC of AgesRAC and Roll An Ounce of Prevention.
“GENERAL ISSUES IN ASPHALT TECHNOLOGY” 2006 Meeting of TRB Committee AFK10 RENAISSANCE AIRPORT HOTEL PHILADELPHIA, PENNSYLVANIA APRIL , 2006.
Mix Design Review.
RPF – 17 May 2001 Validation of HMA Design Guidelines Validation of Draft Guidelines for the Design of HMA in SA OBJECTIVES  Feedback  Status of Validation.
Concrete Mix Design Technician School
Topic : MIX DESIGN OF CONCRETE Properties of concrete Submitted To: DR. AYUB ELAHI Submitted By: SOHAIB NASEER 2K9-scet-29/CIVIL M.ZAEEM FAKHAR 2K9-scet-03/CIVIL.
Saving Your Asphalt! 36 th Annual Rocky Mountain Asphalt Conference & Equipment Show February 18-20, 2009.
CFF GmbH & Co. KG Your supplier of native cellulose fibers CFF‘s products and application in SMA CFF GmbH & Co. KG.
Porous Asphalt The Specs Tim Horton, Skillings Connolly Jessica Knickerbocker, City of Tacoma Mark A. Palmer, P.E., LEED AP, City Engineer, City of Puyallup.
RSA Design Guidelines for hot-mix asphalt TRH3/HMA Workshop June 2001.
4.7.4 Pumped Concrete Introduction Requirements of Raw Material Mix ratio Design of Pumped Concrete.
1 Green Asphalt? What‘s that?. 2 Road construction budgets are a popular position for short term cuts In most mature and even in growing economies there.
–Mineral Admixture –Ordinary Portland Cement (P.O) –Portland granulated Blast-furnance-slag Cement (P.S) –Portland-Pozzlana Cement (P.P) –Portland fly-ash.
Is Concrete a Green Building Material? The Emergy and Environmental Impact…
STONE MASTIC ASPHALT.
GEO-MECHANICS (CE2204) Engineering Properties of Soils
Cement and Concrete History History Composition Composition Testing Testing Key Terms Key Terms.
Russian Engineers Training March 2011
The reading is 7.38 mm. The reading is 7.72 mm.
Marshall & Superpave Mix Design
Extending The Nation’s Road Maintenance Dollars Nov 17 – 19, 2014 Hyatt Regency Baltimore, Maryland #ppra2014 Effects.
Alabama Asphalt Pavement Association
PAVEMENTS - DESIGN FIELD SAMPLE
CONCRETE MIX DESIGN.
Under the Guidance of Prof. Jayashree Sengupta
Barriers to Implementation of In-Place Recycling
Research Implementation WHRP Flexible Group
Materials & Research Winter Workshop
FLY ASH USE AS A REPLACEMENT OF CEMENT
Variables Investigated :
MECHANICAL PROPERTIES OF HIGH VOLUME FLY ASH CONCRETE
Chapter 13 Gas Mixtures مخلوط گازها Thermodynamics: An Engineering Approach, 7th edition by Yunus A. Çengel and Michael A. Boles.
2018 Pavement Workshop Flexible Session May 23-24, 2018
Cement NAME:SAFA AL FAHDI NAME:BBADOUR AL UMAIRI.
AGGREGATE.
GB5 HIGH MODULUS ASPHALT
SUPER POZZOLANS :RICE HUSK ASH & MICROSILICA.
Department of Civil Engineering
Department of Civil Engineering
Materials and Tests Engineer
Over 1 million potholes filled in 2018 at a cost approaching £100m.
Silica Fume and Fly ash 5 minute Flash Mohamed Wagih
Superpave5 Superpave Design at Five Percent Air Voids
Presentation transcript:

STONE MASTIC ASPHALT RESEARCH PRESENTATION ROAD SYSTEM AND ENGINEERING

SMA PERMEABILITY

Workability Grading/nominal size Binder content Temperature Binder type/characteristics Mastic (filler/binder) characteristics

Filler Characteristics FillerVoids (%) APD (t/m 3 ) %< 75 microns Surf Area (m 2 /kg) Flyash Baghouse Hyd Lime UFD Ag Lime

Typical Range of SM14 Mixes % passing mm % bitumenF/B ratio by mass

Flyash Hydrated Lime UFD Baghouse 1:11.25:11.5:11.75:1 Filler to Binder Ratio (by mass)

SMA PERMEABILITY

Feedback: Privacy Policy Feedback
Do Not Sell My Personal Information
About project: SlidePlayer Terms of Service

© 2025 SlidePlayer.com. Inc. All rights reserved.