RoadNews 14 // September VÖGELE pavers rehabilitate race track in Brno, Czech Republic. Paving at Top Speed

Similar documents
Taking the Bend at Full Throttle

The SUPER Pavers Fastest Lap in South-East Asia

SUPER Paver Rehabilitates Horse Racetrack

Free Floating Screed. Screed Weight Forward Motion. Head of Material. Material Stability. Angle of Attack

BASICS OF ASPHALT PAVING: SCREEDS. Kevin Jeske Great Lakes Regional Manager

COTA Project Data. Quantities Track Asphalt 50,000 ton base 18,000 ton binder 22,000 ton wearing. Bid/Contract Documents. Austin Industries.

AEMA-ARRA-ISSA-PPRA Fall Meeting Recycling, Ayrton Senna Highway Brasil, & USA

BEST PRACTICE FOR COMPACTING WARM AND HOT MIX ASPHALT NEAUPG OCTOBER 7,2009

9 QUALITY ASSURANCE PROCEDURES

SCI/IAT/IHT Seminar Cases for and against hot mix road surfacings

1. SCOPE 2. REFERENCED DOCUMENTS. 2.1 SC Test Methods SC-T Forms SCDOT Electronic Forms SUMMARY OF TEST METHOD

Best Practices for Smoothness & Density

Tex-206-F, Compacting Specimens Using the Texas Gyratory Compactor (TGC)

Managing Density For Asphalt Pavement

Stop Chasing & Start Managing Density

SUPPORTING NOTES FOR THE EVALUATION OF UNBOUND ROAD BASE AND SUB-BASE AGGREGATES

High Performance Racetracks

SUPERPAVE Construction Lessons Learned. NEAUPG Annual Meeting Wilkes-Barre, PA October 23, 2003

Uphill / Downhill. Super Elevations. Wide-Width 2/15/2016. March 22-24, 2016 Nashville, TN

HCMTCB MATERIALS SAMPLING & TESTING PERFORMANCE CHECKLIST

Reinstatement in Hot-lay Bituminous Materials

Use of Roller Compacted Concrete By GDOT. Presented By: Joe W. Sheffield, PE Georgia Department of Transportation District Engineer, Tifton, GA

T-24. A Practical Approach to Managing Density

Method of Test for Determining the Cutout Correction and In Place Density of Asphalt Concrete by the Nuclear Gauge Method

Emerging Concrete Pavement Solutions Roller Compacted Concrete (RCC)

COMPACTING SPECIMENS USING THE TEXAS GYRATORY COMPACTOR (TGC) PART I COMPACTING SPECIMENS USING THE TGC. Test Procedure for

Compaction Theory and Best Practices

RECENT ADVANCES AND USES OF ROLLER COMPACTED CONCRETE PAVEMENTS IN THE UNITED STATES

Kentucky Transportation Center

ASPHALT PAVING LEVEL 1

FINAL REPORT INVESTIGATION OF TEST METHODS, PAVEMENTS, AND LABORATORY DESIGN RELATED TO ASPHALT PERMEABILITY

BALANCED MIX DESIGN APPROACH. Robert Lee, P.E. Flexible Pavements Director

Asphalt Mixture Quality Acceptance

ASPHALT PLANT LEVEL 1

CONTRACTOR MIX DESIGN GUIDELINES ASPHALT CONCRETE

MNDOT PAVEMENT DESIGN MANUAL

SELF-LEVELLING PLANERS

Reinstatement in hot-lay bituminous materials

IN-PLACE DENSITY OF BITUMINOUS MIXES USING THE NUCLEAR MOISTURE-DENSITY GAUGE FOP FOR WAQTC TM 8

Figure 2 Existing Track Condition: Concrete patches along track length. Grass/Weeds growing through numerous cracks. Page 1

Measurements of the grip level and the water film depth for real accidents of the German In-Depth Accident Study (GIDAS).

Specifier Note: Retain or delete material(s) below to conform to project requirements.

Presented to: Louisiana Transportation Conference February 26, Presenter: Corey Zollinger, P.E

AUTOMATIC DREDGING PROFILE AND CONTOUR CONTROL

better measurement Simply a question of SCHMIDT Flow Sensor SS The cost-effective alternative in pressurised systems up to 10 bars.

NCHRP Project Synthesis Topic Tack Coat Specifications, Materials, and Construction Practices

METHOD OF TEST FOR THEORETICAL MAXIMUM RELATIVE DENSITY OF BITUMINOUS PAVING MIXTURES LS-264 R27 ASTM D2041/D2041M

The All New DIAMOND & DIAMOND BT

Tack Coat Effect on Field Performance. February 3rd, 2015 NCAUPG/ICT Joint Meeting

SPECIFICATION FOR REPEATED LOAD TRIAXIAL (RLT) TESTING FOR PAVEMENT MATERIALS

COMPACTING SPECIMENS USING THE TEXAS GYRATORY COMPACTOR (TGC) PART I COMPACTING SPECIMENS USING THE TGC. Test Procedure for

A WIRTGEN GROUP COMPANY MOBILE CRUSHING AND SCREENING PLANTS PRODUCT RANGE

Advanced fencing installation products

HCMTCB ASPHALT CERTIFICATION KEY ELEMENTS LIST

HIR on Oklahoma Turnpikes

Performance Standards for Non-Turf Cricket Pitches Intended for Outdoor Use [TS6] ecb.co.uk

1.5 m. 2.4 m. Fig the pressure exerted by the oil on the base of the tank, the force exerted by the oil on the base of the tank.

OHD L-47. Guidelines for Resolving Differences in Test Results

TEST FOR STABILOMETER VALUE OF BITUMINOUS MIXTURES

Challenges of Tack Coat

Hot Mix Asphalt (HMA) Quality Assurance

Series Environmental Chambers

SP3 Design and implementation of solutions at test sites WP3.5 Bremen tram track replacement techniques operator: BSAG

HEC 26 Aquatic Organism Passage Design Manual Evolution & Application

Translation Principles of testing and certification for insulating hose assemblies on cable cutting devices

Full Depth Reclamation ALDOT FDR Requirements Lyndi D. Blackburn, PE

Model Copyright 2012 by General Machine Products (KT), LLC

Rennick Yard Roller-Compacted Concrete Pavement

tubepress press procedure

ATT-66/96, DENSITY TEST, ASBC CONTROL STRIP METHOD

RESISTANCE OF COMPACTED ASPHALT MIXTURE TO MOISTURE INDUCED DAMAGE (Kansas Test Method KT-56)

ATT-59, Part I. ATT-59/99, SMOOTHNESS OF PAVEMENTS Part I, Manual Profilograph. b) Determining the Profile Index from profilograms

Construction Stabilizing Area*

ROLLER COMPACTED CONCRETE DESIGN AND CONSTRUCTION FOR INTERMODAL TERMINALS

Hot Mix Asphalt (HMA) Quality Assurance

TECHNOLOGY. Fall/Winter 2011 ROAD AND MINERAL TECHNOLOGIES

In Place Density Determination of Asphalt Concrete by the Coring Method

IMPLEMENT GUIDANCE SYSTEMS

BALLFIELD CLAYS. Our Ballfield Clay Products have been developed precisely for baseball fields. CONDITIONERS C L A Y - B A S E D S U R F A C E S SANDS

ADA Training Standard Plans

SECTION [ ] [02730] STABILIZED DECOMPOSED GRANITE SURFACING

INTERNATIONAL SKATING UNION

DN-PAV (HD 300) TII Surface Dressing Design Method

Introduction to Full Depth Asphalt Repairs. Setting Work Processes for a Quality Job Start in time to finish prior to Winter!

Retreading materials

Development of a Fundamental Skid Resistance Asphalt Mix Design Procedure

ONTARIO REGULATION 239/02 MUNICIPAL ACT MINIMUM MAINTENANCE STANDARDS FOR MUNICIPAL HIGHWAYS

TexSys: Guide for Selecting HMA for Texas Flexible Pavements

SECTION 48 - TRAFFIC STRIPES AND PAVEMENT MARKINGS TABLE OF CONTENTS

Importance of Wave Height Measurement in Wave Solder Process Control

Product instruction manual Easymount Sign Laminators EM-S1400C, EM-S1600C, EM-S1400H, EM-S1600H

SECTION 2 HILLTOPPER MOUND AND HOMEPLATE CLAY BASEBALL APPLICATIONS. 1. Hilltopper Mound Clay for baseball pitching mound or homeplate areas

STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENT 1055 ASPHALT MAT DENSITY BY GAUGE TESTING. January 15, 2016

icreasepro Creaser Operators Manual

JOS 15 JOS 25 JOS 40. Manual and semiautomatic test benches from DN 25 to DN 40. Characteristics. Basic characteristics. Test bench using balances

OHD L-44 METHOD OF TEST FOR MEASUREMENT OF WATER PERMEABILITY OF COMPACTED PAVING MIXTURES

Kraton Ultra-thin HMA / WMA Overlay Study

Standard Test Procedures Manual

Design Overview. Section 4 Standard Plans for Design. Pedestrian Access Routes. Pedestrian Access Routes. Overview. Cross Slope

Khosla's theory. After studying a lot of dam failure constructed based on Bligh s theory, Khosla came out with the following;

Transcription:

VÖGELE pavers rehabilitate race track in Brno, Czech Republic. Paving at Top Speed

VÖGELE pavers rehabilitate race track in Brno, Czech Republic. Paving at Top Speed Seite 1/11 Job Site Details 1/2 Rehabilitation of the Automotodrom Brno racing circuit in Brno, Czech Republic Speed is essential on every race track. And that was also true for the extensive rehabilitation work on the Automotodrom Brno circuit carried out by German contractor Kirchhoff, Leipzig. Bad weather prevented work being started on schedule, meaning that the 5.4km circuit had to be rehabilitated in a record-breaking six weeks. The contract included stabilization of the base course by cold in situ recycling. Then three VÖGELE pavers a SUPER 1800-2, SUPER 1900 and SUPER 2100 had to place binder and wearing courses in just a few days. It goes without saying that a perfect evenness was to be presented. Length of circuit: 5.403km Paving Details Pave width: 15m (3 strips of 5 5.2m each) Layer thickness: Binder course: 6cm Wearing course: 4cm Paving Material 01 // 01 // On the steepest section, the circuit has a gradient of 7.5%. Here the powerful engines and traction drives installed in the VÖGELE pavers demonstrated their abilities. Special mix as a combination of stone mastic asphalt (SMA) and asphaltic concrete with modified grain size fractions of polish-resistant aggregate

The Automotodrom Brno circuit had remained unchanged more or less since 1987, so that it now was well due for an extensive rehabilitation. Already challenging because of the specified evenness and perfect paving of the special mix, the task became a true race against time on account of the extreme deadline pressure. The first race was scheduled for mid-may 2008, leaving just six weeks to rehabilitate the 15m wide and 5.4km long track. By the time the pavers joined the race, only a few days were left to place the asphalt mix. For race tracks, the requirements on surface evenness are far stricter than for conventional roads, and this was also true in Brno: the maximum tolerance over 4 metres in the transverse direction was 5mm for the binder course and just 3mm for the wearing course. Seite 2/11 Job Site Details 2/2 Rehabilitation of the Automotodrom Brno racing circuitin Brno, Czech Republic VÖGELE pavers provide circuit with top-speed surface The racing team of VÖGELE machines was made up of a SUPER 1800-2, a SUPER 1900 and a SUPER 2100 paver. Together, they completed two laps of the 5.4km circuit. The first lap lasted 7 days, in which binder course was placed 6cm thick and in an overall width of 15m. This was followed by four days for paving 4cm wearing course. Each of the three machines operated in pave widths between 5 and 5.2m. Length of circuit: 5.403km Equipment WIRTGEN Cold Milling Machines WIRTGEN WR 4200 Cold Recycler with AB 500-2 TV Extending Screed SUPER 1800-2 with AB 600-2 TP2 Extending Screed SUPER 1900 and SUPER 2100 with AB 600 TP2 Extending Screeds

High precision required in terms of evenness In order to achieve the specified surface evenness, the paving job s most important challenge, a high level of accuracy had to be attained already when placing the binder course: a tolerance of no more than 5mm was permitted over 4 metres in the transverse direction. The paving team of German contractor Kirchhoff Leipzig managed to fully meet the specified accuracy requirements using NIVELTRONIC, the VÖGELE System for Automated Grade and Slope Control. A tensioned wire served as a reference in combination with a slope sensor. As the circuit was paved in three strips hot to hot, only the two outer machines could make use of the tensioned wires. The paver in the middle the SUPER 1800-2 worked behind them in a slightly offset position and used their freshly laid strips as references on the left and right. The elevation was picked up by sonic grade sensors. 02 // 02 // On race tracks, VÖGELE pavers meet highest standards in terms of evenness. Seite 3/11

Use of High Compaction Screeds All three SUPER pavers were combined with High Compaction Screeds in TP2 version, equipped with tamper and two pressure bars. On the job site in Brno, the use of High Compaction Screeds was a benefit, indeed, given the cold and wet weather which quickly cooled the asphalt. Thanks to the high pre-compaction achieved by the pavers, it was no problem for the rollers to produce the final density after just a few passes and in the small time slot left for their job. For the contract in Brno, high compaction was used not only for the binder course but also for paving wearing course. In this case, however, the high-compaction systems operated at a very low pressure only. Use of VÖGELE high compaction also for the wearing course is possible as this technology allows to regulate the pressure for the pressure bars between 50 and 120 bars. Seite 4/11

Race experienced lab professionals supported the paving team Paving base course, binder course and wearing course on the Brno circuit was supported by well-known materials testing laboratories. The race track specialists from Hart Laboratory in Melsbach, Germany, also channelled their know-how into the project when it came to placing the two asphalt layers. In addition to the usual sampling of mixes, extensive quality checks were carried out in advance at the quarry and mixing plant, trial fields were paved and experienced engineers continuously monitored the quality of the mix and the evenness during the paving operations. The composition of the mix was recommended by the building materials specialists: together with race track designers Tilke from Aachen, Germany, they developed a special formula for the mix. This special mix takes into account not only the general requirements for motor racing, but also the local climate, the specific needs of the Brno circuit and Czech standards. Details of the formula are a company secret, but it can be disclosed that the special mix is a combination of stone mastic asphalt (SMA) and asphaltic concrete with modified grain size fractions. This material is easy to place and fulfils the specific requirements for motor racing tracks, especially when it comes to grip. The SRV (Skid Resistance Value), which describes the skid and slip resistance of road surfaces, must be at least 70. For conventional roads, an SRV of 65 is specified. Seite 5/11

WIRTGEN on the start line with almost 1,200 HP Before the SUPER pavers could start paving the asphalt layers, WIRTGEN cold milling machines and a cold recycler had already done a good job stabilizing the existing road base. Of course, top speed was also called for in this respect. The milling machines removed 10cm of the old pavement. In a second pass the remaining road base asphalt was loosened down to 15cm for cold in situ recycling. A WR 4200 Cold Recycler blended emulsion, water and cement into the loosened asphalt. After just 15 days, some 80,000 square metres of stabilized road base could be handed over to the asphalt paving team. 03 // 03 // On the Automotodrom Brno circuit, aggregate with a high resistance to polishing and a SRV (Skid Resistance Value) of 70 provided for a good grip. Conventional roads feature a SRV of 65. Seite 6/11

VÖGELE High Compaction Technology When it comes to compaction, VÖGELE set the standards with the unique High Compaction Technology. Inside the screed operate 3 compacting systems exerting infinitely adjustable pressure on the mix being paved. The systems of tamper and 1 or 2 pressure bars bring about the highest degree of density a road paver can achieve. The pressure bars are the core proper of VÖGELE High Compaction Screeds. Pulsed Flow Hydraulics VÖGELE High Compaction Technology is based on the principle of pulsed-flow hydraulics. A pulse generator generates high-frequency pressure pulses for the pressure bars. In contrast to the beating tamper, these remain in permanent contact with the mix. Due to the high pavement density achieved by the pressure bars, fewer passes are required for subsequent compaction by rolling. Seite 7/11

Seite 8/11 Pressure Bars In VÖGELE High Compaction Screeds, the pressure bars P1 and P2 are located in the rear area of the screed. In this location, the highest possible compactive effort is achieved, as the mix is prevented from yielding to the front. Nor can it yield to the sides where it is confined by the screed s end plates. Direct access to the pressure bars with ErgoPlus. The pressure bars can easily be activated or deactivated from the paver or the screed operators consoles.

Influence on the Package of Asphalt Layers A high degree of pre-compaction is crucial when it comes to perfectly building up a pavement in layers and achieving a pavement profile true to line and level. When paving layers varying in thickness in the transverse direction, VÖGELE High Compaction Technology provides that, although applying an identical pressure across the pave width, the pressure bars are forced down to varying depths. This guarantees uniform compaction. High Compaction Also for Wearing Course Though conceived primarily for compacting base and binder layers, the pressure bars can also be used for paving wearing course in appropriate cases. This requires a low pressure level. VÖGELE High Compaction Technology fulfils this requirement as it allows infinite variation of the pressure and selecting very low settings. Seite 9/11

Seite 10/11 High Compaction Switched Off A practical feature of the VÖGELE High Compaction Screeds: the high compaction systems can be switched off at the push of a button. The flow-rate controller to set the pressure for the pressure bars is within easy reach. The pressure is infinitely variable between 50 and 120 bar. Automotodrom Brno The Masaryk Ring, as the race track is also known in Brno, can look back on a 70-year history. At the beginning, a natural circuit ran 29.1km from Brno to Prague. In 1987 the new circuit, used primarily for motorcycle racing, was opened to the west of the city of Brno. The circuit with sweeping fast bends comprising six left-handers and eight right-handers covers 5.403km.

Seite 11/11 The circuit has since become a legend. The reasons were explained by WTCC driver (World Touring Car Championship) Jörg Müller of BMW s Team Germany: Brno is one of my favourite events throughout the year. What I like most is the circuit s extremely good flow. There aren t really any slow sections at all. The circuit is perfectly embedded in the surrounding countryside, always going up and down. This is what I believe a challenging circuit should be like. On the third weekend of June 2008, Müller took part in two races here in the WTCC World Touring Car Championship. And the circuit is otherwise well booked throughout the racing season with various events, including a Grand Prix weekend for the Motorcycle Racing World Championships. Primarily motorcycle racers open the throttle on the Automotodrom Brno circuit.