RPF 9 MAY 2007 TECHNOLOGY IN PRACTICE FEEDBACK ON CUTBACK SPECIFICATIONS Presentation by Johan Muller, Acknowledgement: Trevor Distin, Mike Zacharias,

Slides:



Advertisements
Similar presentations
Types & Uses of Asphalt Materials
Advertisements

Feedback to RPF – SANS 308 Review Process Johan Muller Road Pavement Forum Task Team Leader.
ROAD PAVEMENT FORUM MAY 2007 Technical Guideline: The use of Modified Bituminous Binders in Road Construction TG1: 2 nd Edition – May 2007.
Bituminous Materials.
Highway Engineering ) ) Bituminous Materials
LECTURE NO. 17 (Handout) PAVEMENTS AND BITUMINOUS MATERIALS
Asphalt and Asphalt Concrete
Ms Ikmalzatul Abdullah BITUMINOUS MATERIALS. Definitions: Binder: A material used to hold solid particles together, i.e. bitumen or tar. Bitumen: A heavy.
REVIEW FOR FINAL CONSTRUCTION MATERIALS: WOOD CONCRETE BITUMENS (ASPHALTS) MASONRY WHAT YOU NEED TO KNOW ?? QUALITY CONTROL ASTM SPECIFICATION MANUFACTURING.
Construction Materials (CE 1206)
Asphalt Materials.
Properties of Asphalt Important properties of asphalt include: Adhesion Consistency Specific Gravity Durability Rate of curing Ductility Aging and.
Eng. Malek Abuwarda Lecture 13 P1P1 Construction Methods Lecture 13 Production of Concrete and Asphalt.
Moonshine Transport Vehicle MOONSHINE -White lightnin’ Ingredients: CornSugarYeastWater.
Emulsions 101 Sponsored by: Minnesota LTAP Center Presented by: Michael Marti, P.E. SRF Consulting Group, Inc. Dan Wegman, P.E. SemMaterials.
PART 8 BITUMINOUS MATERIALS
Asphalt Pavements and Materials
AAPA 2011 Pre-CAPSA’11 Study Tour - Introduction Introduction to the AAPA 2011 Study Tour.
Bases, Subbases, & Low Cost Surfaces
Pavement Design Terms and Concepts
Crack Treatment Sponsored by: Minnesota LTAP Center Presented by: Michael Marti, P.E. SRF Consulting Group, Inc. Dan Wegman, P.E. SemMaterials.
RPF Binder Distributor Task Team Feedback 21 May 2003 Pietermaritzburg.
Task group on bitumen specifications Report back May 2005.
Health, safety and the environment A Sabita perspective RPF November 2003.
An Introduction to the Weather Unit Science 10 PIB March 18, 2011.
Bituminous Stabilized Materials Guideline RPF Feedback : K Jenkins May 2006.
ROAD PAVEMENT FORUM MAY 2007 ASPHALT RECYCLING. Recycling Energy consumption of recycled asphalt layers can be as little as 25% of that needed for new.
HMA MATERIALS Background l Asphalt – Soluble in petroleum products – Generally a by- product of petroleum distillation process –Can be naturally occurring.
Asphalt Binders ENCI 579.
Development of Strength. Development of strength: development of strength after placing of concrete. Curing: It is the procedures used for promoting the.
Jet Fuel Supply/Price Outlook: Fueling the Recovery Energy Information Administration Presentation to 4th International Jet Fuel Conference February 11,
Concrete Dry Quantities examples in class Week 3.
How does the ocean affect weather?. Ocean water is heated at the equator. Why does it heat up more at the equator than other parts of the world?
TOWARDS NEW BITUMEN SPECIFICATIONS RPF – 8/9 MAY 2012 Dennis Rossmann.
Status Report on Standard Specifications and Codes of Practice Department of Transport RPF November 2004.
Bituminous Products Guidelines & Documents Trevor Distin RPF May 2008.
15 h ROAD PAVEMENTS FORUM East London May 2008 HMA Task Group.
Report back on binder distributors Trevor Distin.
Binders Trevor Distin.
Dr. Wa'el M. Albawwab ECGD4228 Transportation Engineering II Summer 2008 Sat. 15:30-18:30 PM K004.
 January is a winter month. It is the first month of the new year. It is after December and before February. What is the weather like in January?
Sabita Bitumen Durability Project Johan Muller 6 May 2008.
Quality Assurance D R Rossmann South African National Road Agency Ltd.
AAPA Q TMR Senior Management Meeting 23 June 2010 – Sustainability - issues & options Sustainability - issues & options Rob Vos Queensland Executive.
X:\Presentations\FBworking groupRPFnov02.ppt DEPARTMENT OF TRANSPORT & PUBLIC WORKS FOAMED BITUMEN WORKING GROUP Road Pavement Forum- Nov 2002 E. SADZIK.
Highway Materials/ Asphalt
© Oxford University Press 2011 IC Emulsions Emulsions.
Bases, Subbases, & Low Cost Surfaces Dr. TALEB M. AL-ROUSAN.
REPORT to RPF May 2007 TMH1 Revision Dave Wright.
Asphalt Academy Feedback to RPF 23 November 2005.
Pavement Research Advisory Committee (PRAC) 13 th Meeting of the RPF 8 May 2007.
Foamed Asphalt Working Group Road Pavements Forum 13 November 2001.
15 th RPF 6 – 7 May 2008 Standard test methods for hot mix asphalt.
Black Top Committee a joint initiative in the Western Cape.
What is a Mixture?
Road Pavement Forum May 2006 Technical Guideline: The use of Modified Bituminous Binders in Road Construction (TG 1: 2001)
Economic Connections Industry & Energy. Industry What kinds of industry exist? What kinds of industry exist? What kinds of industry exist? What kinds.
Asphalt BY: Scott.
Update from FHWA Emulsion Task Force
Pavement materials Bitumen
Trouble-shooting Problems Which Occur In Asphalt Paved
WenFeng Wang JSTI GROUP Boston, Nov 29, 2017
Binders Trevor Distin.
BFC HIGHWAY ENGINEERING Lecturer: Mustafa Kamal bin Shamshuddin
Paving Asphalts (PA) Liquid / Cutback Asphalts Emulsified Asphalts
SEASONS Khalatyan Nane Artschool The 4th grade.
Sustainable Asset Management An industry perspective by AAPA
Health and Safety Seminar September 2012
Sustainability Concepts BS:P&P
Presentation transcript:

RPF 9 MAY 2007 TECHNOLOGY IN PRACTICE FEEDBACK ON CUTBACK SPECIFICATIONS Presentation by Johan Muller, Acknowledgement: Trevor Distin, Mike Zacharias, Daniel Mashatola Hannes Lambert, Pieter Goosen, Desmond O’Brien, Kobus Louw, Dennis Rossmann, Jacques van Heerden Denzil Sadler,

PRIME PROBLEM?

POSSIBLE AMENDMENTS PROBLEM STATEMENT: OVERCOME PROBLEMS WITH MC30 –LACK OF PENETRATION –SLOW CURING (UP TO 7 DAYS) PARTICULARLY INLAND PARTICULARLY WINTERTIME PARTICULARLY DENSE G1 PARTICULARLY CEMENT STABILISED

HISTORY & BACKGROUND SABS 308:1971 Never amended since 1971 Requirements and product range limited RC 250 no longer available ex refineries Invert Bitumen Emulsion (no SANS spec?) Tar primes discontinued in 2006 Emulsion primes recent addition

WHAT IS HAPPENING? USE OF TAR PRIMES DISCONTINUED Sabita seminars held in September 2006 –Use of Tar to be discontinued –Sabita Manual 26 launched November 2006 Sasol CarboTar closed shop 30 June 2006 Mittal limited tar products still available CUTBACKS MC grades available from Refineries IBE manufactured by Secondary Suppliers Emulsion primes promoted based on quick drying ability

CUTBACK BITUMEN PRIMES MC 30 –Works OK in summer –Poor penetration in winter –Poor penetration on dense / stabilised bases MC % IP penetrates better Invert bitumen emulsion penetrates better –Expensive cutter – kerosene = Jet Fuel MC70 –Hardly ever used.

CUTBACK BITUMENS MC3000 –Necessary for use in sand seals –Used in Otta Seals in wintertime MC 800 –Limited use in specialised cold mix applications

COMPARISON OF AVAILABLE PRIME PRODUCTS MC30 –55% residual bitumen –45% kerosene IBE Invert bitumen emulsion –85% MC30 / IP (41,25% residual bitumen) –15% water - emulsifier assists penetration Emulsion prime = MC30 + IP + water –40% water –60% MC30 + IP = <30% residual bitumen

WHAT DID WE DO? R&D indicates a new type of prime required –Performance verified on laboratory scale –Field trials were performed –Specification is now required

Invert Bitumen Emulsions VS LOW VISCOSITY CUTBACK PRIME

DENSE BASES PREPARED

PRIMES APPLIED

MC 30IBE

Emulsion Primes

Research & Development

MC 30 PERFORMANCE VARIABLE Poor penetration / takes long to dry Why? Non polar components – no surface charge to assist with capillary actions Bases too wet – PI too high Base too dense Viscosity of prime too viscous How to overcome? –MC30 (possibly by reducing viscosity)

Research & Development

Emulsion Primes Emulsion prime 2Emulsion prime 1

What influences penetration performance? Viscosity is temperature related –Lower temperature = higher viscosity Viscosity affect –High viscosity = poor penetration Temperature affect –Low temperature = poor penetration Surface –Dense surface = poorer penetration Moisture content –Water fill voids and prime lies on top

What influences drying performance ? Amount of penetration Type of cutter (fluxing fluid) Temperature –Higher temperature = higher rate of evaporation of cutter Moisture –Excessive water fills air voids –Water polar and cutter non polar organic components does not mix

Temperature-Viscosity relationship for MC30 MC 30 MC 10

Research & Development

Difference between road & air temperatures (sun & shade conditions)

What effect does rain & clouds have?

Monthly Average Temperatures

CUTBACK ALTERNATIVES TWO CUTBACK OPTIONS 1)MC % IP on site blending – discourage practice (HSE) 2)MC10 ~ MC30 + more cutter ex REFINERIES –Quality assurance excellent –Safer / controlled production environment

ONE OPTION STANDS OUT MC 10 REPLACING MC30 Australians ID same requirement (AMC00) MANUFACTURED BY REFINERIES AMEND SANS 308 (SLOW PROCESS) CUSTOMER REQUIREMENT –BUY –SUPPLY –APPLY

IMPLICATIONS OF PRODUCT NO COMPROMISES ENVIRONMENT – AP-R153 –No effect on OZONE depletion –Heating cutbacks does not contribute to GREENHOUSE GASSES –SMOG in urban areas? –Contribution to AIR POLLUTION SMALL Worker Safety Refineries Handling & Application

WAY FORWARD? Does RPF agree that TASK TEAM BE FORMED? THEN PROPOSAL –NEW SPEC LOW VISCOSITY PRIME Viscosity at ambient (25°C) Remove penetration test requirement on residue –REVISE SANS 308 (1971) –INCLUDE BITUMEN PRECOATING FLUIDS