SUPER Paves Low-Noise Wearing Course for New Bridge

Similar documents
A Road Absorbing Noise

Over the Alps with NAVITRONIC Basic and Swiss Precision

Reconstruction of Motorway in Full-Road Width Across 12m

Bump Formation & Prevention

Five Stars for Versatility and Flexibility

Spray Paver with NAVITRONIC Plus Makes its Norwegian Debut

InLine Pave Train Widens Highway While Open to Traffic

VÖGELE Screeds Because Building Roads Requires Accuracy

Paving Methods Using a Multi Asphalt Paver

Magnificent Performance

SUPER Paves Top Quality Wearing Course without Joints

Binder with a proven track record worldwide. Foamed bitumen

Double-layer Asphalt Pavement in a Single Process and Noise Reductions Properties of Double-Layer Porous Asphalt

Cutting-edge Wirtgen technology in successful operation on Interstate 81

Longitudinal Joint Construction

Chapter 1: The Asphalt Advantage 1-1 Durability 1-1 Economical 1-1 Environmental Sustainability 1-2 Smoothness 1-2 Noise 1-3 Recyclable 1-4 Safety

INNOVATIVE NOISE OPTIMISED POROUS MASTIX ASPHALT (PMA) FOR HEAVY DUTY HIGHWAYS

City of Regina Standard Construction Specification SECTION 2350 PLACEMENT OF ASPHALTIC CONCRETE SURFACE 1.0 GENERAL. 1.1 Scope

concrete upper layer George Vorobieff Head to Head International Presented by:

High-performance technology for road rehabilitation. Cold Recycler WR 4200

Evaluation of New Patching Material for Open-Graded Asphalt Concrete (OGAC) Wearing Courses

Pavement Recycling Technology for Highways in Japan

Asphalt Compaction Comparison of different compaction methods, circular vibration directed vibration - oscillation

Efficient hot recycling an accepted method around the globe The World of Wirtgen Hot Recyclers

50-Year Concrete Pavements

VÖGELE Open the Throttle for the Formula 1

Mix Design & Construction -1-

Comparison of plastic type grassed pavements vs. Bomanite Grasscrete Systems

ASPHALT COMPACTION 1 INTRODUCTION. 2 Compaction Equipment. Asphalt Compaction

Passionate about fibres. Stabilizing asphalt: TECHNOCEL TOPCEL. Cellulose fibres. Pellets

ROAD AND RAILWAY CONSTRUCTION

Structural Requirements of Bituminous Paving Mixtures

D.5.1. Improved components for the milling and mixing process

Shell Bitumen Shell U.K. Oil Products Limited Rowlandsway House Rowlandsway Wythenshawe Manchester M22 5SB United Kingdom

1. Evolution of Screeds in the USA A. Fixed Screeds with Hydraulic Strike-off, Becoming Obsolete B. Rear Mount Screeds with & without strikeoff C. Fro

Pavements and Maintenance of Pavements for Low-Volume Roads in Finland

550 Surface Treatments

ROAD AND RAILWAY CONSTRUCTION

Suggested Guidelines for Hot Mix Asphalt (HMA) Underlayment in Track by AREMA Committee l-sub Committee No. 2 - Ballast.

FULL - DEPTH RECYCLING OF ASPHALT PAVEMENTS WITH PORTLAND CEMENT

PAVEMENT CONSTRUCTION QA PROCEDURES RIDEABILITY TESTING CONSTRUCTION PRACTICE

The Role of Pavement in Reducing Greenhouse Gas Emissions

C 3. Chaney Compacted Concrete. Roller Compacted Concrete

Stanford University Facilities Design Guidelines SECTION SEAL COATS. C. Section : Traffic Striping and Pavement Markings

C 3. Chaney Compacted Concrete. Roller Compacted Concrete

Protect Your Pavement Asset Like the Rest! Is Pavement on your Radar Screen? Parking Lots & Low Volume Facilities

Thin Overlays for Pavement Preservation and Functional Rehabilitation

CHAPTER 2 ASPHALT CONCRETE MIXTURES

Efficient hot recycling the internationally recognized method. The World of Wirtgen Hot Recyclers

Design strategies for the future

Thin Asphalt Overlay Considerations. Danny Gierhart, P.E. Regional Engineer Asphalt Institute Tuttle, OK

Thin Lift Overlays. Pavement Preservation 2/13/2013. Definition. A Maintenance Alternative

Extraction and Sieve Analysis ( µm minus) Forming Marshall Specimens, Field Method

Asphalt Pavement Construction: Best Practices

Prevention of Transverse Bumps Over Crack Sealant During Asphalt Overlay Construction

NOTES TO SPECIFICATION FOR OPEN GRADED POROUS ASPHALT

Annual Costs Any costs associated with the annual maintenance and repair of the facility.

Present Status of Porous Elastic Rubber Surface (PERS) in Japan

PERFORMANCE OF LOUISIANA S CHIP SEAL AND MICRO-SURFACING PROJECTS

Asphalts in road construction. Edited by Dr Robert N. Hunter. Thomas Telford, London

Research in Trench Reinstatement Materials. Phil Sabin National Technical Manager Aggregate Industries

Permanent Deformation Tests on conventional and polymer modified asphalt mixes

B HOT MIX, HOT LAID ASPHALTIC CONCRETE OPSS 313

Applications Technology VÖGELE RoadScan

JUNTOPLAST C 1. DESCRIPTION 2. SPECIFICATIONS 3. PROPERTIES

FULL-DEPTH RECLAMATION WITH EXPANDED ASPHALT STABILIZATION

SECTION DESIGN, MIXTURE DESIGNS AND QUALITY CONTROL

HaTelit Asphalt Reinforcement Grid. Installation Guidelines

CITY OF LETHBRIDGE SECTION INFRASTRUCTURE SERVICES Page 1 of 7 GRANULAR BASE PREP

Thomas Bennert Rutgers University

Specifying Asphalt Pavement the ODOT Way

Life Cycle Cost Analysis Pavement Options May 2002 Materials Division / Virginia Transportation Research Council TABLE OF CONTENTS

Polymeric Sand. Guide. for Pavement Joints. Installation. Easy to use Stays within joints HP POLYMERIC SAND RG+ POLYMERIC SAND. techniseal.

Special Provision No. 399F02 January 2017 CONSTRUCTION SPECIFICATION FOR TEMPORARY HOT MIX PAVEMENT

Economical paving of 4.0-m to 12.0-m wide concrete slabs Slipform Paver SP 1200

Tyre/Road Noise Characteristics of Several Asphalt Pavements

Roller Compacted Concrete for M30

MICHIGAN TEST METHOD FOR SAMPLING HMA PAVING MIXTURES BEHIND THE PAVER

MSCAA /04 ITEM P-219 RECYCLED CONCRETE CRUSHED AGGREGATE BASE COURSE DESCRIPTION MATERIALS

Wheeled Paver SUPER

Dear Friends, Welcome on behalf of EvoCrete & CCL International Ltd.

CONSTRUCTION SPECIFICATION FOR HOT IN-PLACE RECYCLING AND HOT IN-PLACE RECYCLING WITH INTEGRAL OVERLAY

ATD-G and RHEDA CITY GREEN The green tracks for urban traffic

Pavement Maintenance Best Practices. Thomas J. Wood

Highway construction C 5

CONSTRUCTION SPECIFICATION FOR RUBBLIZING CONCRETE PAVEMENT AND CONCRETE BASE

PLANT-MIXED ASPHALT PAVEMENT

Carry out Concrete Work

SECTION ASPHALT CONCRETE

Flexible Pavement Preservation Treatment Construction Ultra-thin, Hot Mixed Asphalt, Bonded Wearing Course AT-TC3PP T1-JA01

Technical Information

Webinar on: Concrete Overlay Design Details and Joints. Dale S. Harrington P.E. March 5, 2015

NZQA registered unit standard version 1 Page 1 of 5. Interpret paving instructions and construct bituminous mix layers

Booklet on Paving.

Suggested Best Practices for PAVER OPERATORS

Thinlay Definition Production Moisture Cold Feed Construction Tack Coat Paver Operation Compaction Temperature

SPECIFICATIONS FOR BONDED WEARING COURSE

CONSTRUCTION SPECIFICATION FOR HOT IN-PLACE RECYCLING AND HOT IN-PLACE RECYCLING WITH INTEGRAL OVERLAY

Pavement Design. TTP Orientation Seminar 2017

Cold recycling for the rehabilitation of Ayrton Senna Highway

Transcription:

Highest precision for the Überflieger, the high-flyer. SUPER 1600-2 Paves Low-Noise Wearing Course for New Bridge

Highest precision for the Überflieger, the high-flyer. SUPER 1600-2 Paves Low-Noise Wearing Course for New Bridge The new Überflieger bridge in Düsseldorf, Germany, routes inbound traffic from the south into the city s MedienHafen port regeneration district. The wearing course for this project was paved by a tracked SUPER 1600-2 using asphalt with optimized noisereducing properties. The transformation of parts of the Düsseldorf port into a modern office and residential area called the MedienHafen is aimed at attracting companies from the advertising, art and media sectors. An important element of this large-scale urban project is the new traffic concept, which also includes the construction of a bridge with an asphalt wearing course featuring optimized noise-reducing properties. On the Überflieger bridge, as it is known, northbound traffic turning left is routed from Völklinger Strasse into Plockstrasse without having to negotiate a crossing. The name of the bridge is derived from the elegant suspension of the road on two steel arches and routing of traffic high above the road crossing. Page 1/4 Job Site Details Paving asphalt with optimized noise-reducing properties on the Überflieger bridge in Düsseldorf, Germany Length of section: 265m Width of section: 6m Paving Details Pave width: 5.7m Layer thickness: 2.5cm Material Wearing course: asphalt with optimized noisereducing properties Equipment SUPER 1600-2 with AB 500 Extending Screed in TV version

Page 2/4 Special demands on the mix Asphalt with Optimized Noise-Reducing The Special Construction West department of contractor Kemna Bau Andreae GmbH & Co. KG was charged with carrying out the asphalt work on the bridge. For paving the wearing course with optimized noise-reducing properties, the company used a SUPER 1600-2 with AB 500 Extending Screed in TV version from VÖGELE. This highprecision paver is perfectly designed for the special conditions on the job site. Asphalt work on bridges is always challenging due to the confined spaces. In this case, it was even more difficult because of the different build-up of layers in comparison to standard road paving projects, as well as the special demands which asphalt with optimized noisereducing properties makes on the paving process. Properties: Principle and Paving Base course of mastic asphalt A protective layer of mastic asphalt served as a base for the low-noise pavement. This layer was a seal between the concrete structure and the wearing course. It was also necessary to profile the protective layer, as the pronounced curve of the bridge required paving with a variable crossfall. In addition, a drainage channel some 30cm wide was created on one side of the road. An asphalt wearing course with optimized noise-reducing properties reduces the tyre and road noise due to its concave surface structure (plateau with valleys), its dense aggregate structure with a low fines content and a voids content of less than 6% by volume. The paving material s high resistance to deformation ensures that the surface is durable and effective as a noise-reduction measure. Asphalt with optimized noise-reducing properties must be paved as a thin layer with a thickness of 2 to 2.5cm. Continuous operation of the paver during paving is essential to prevent temperature fluctuations and to ensure a uniform pavement quality. The paver must also create an absolutely even surface, this being very important for reducing noise and ensuring the durability of the surface. Source: Notes on paving asphalt wearing course with optimized noise-reducing properties for municipal road construction, Ruhr University Bochum, 2010.

Page 3/4 Maximum evenness required Asphalt with Optimized Noise-Reducing The wearing course was then paved using a material with optimized noise-reducing properties. The AB 500 Extending Screed in TV version placed the wearing course without joints to a width of 5.7m and a thickness of 2.5cm. The maximum permitted variation in evenness was 4mm over a distance of 4m. This was achieved, on the one hand, by the slow pave speed of 1.1m per minute that enabled precise paving of the surfacing including connections. Secondly, only the tamper was used. Driven by an eccentric shaft, it pushes the material under the screed. On this project, a pre-compaction between 50 and 70% was achieved. The setting of the tamper was adjusted to suit the layer thickness and the pave speed. Thanks to its many years of experience and sophisticated VÖGELE machine technology, the highly qualified Kemna paving team was able to achieve a perfectly even road surface. Properties: Principle and Paving A // The rolling noise of the tyres occurs when trapped air escapes and also due to uneven surfaces. B // Low-noise wearing courses therefore have a plateau with valleys structure the tyre deformation is minimized. C // The noise is dissipated by cavities in the layer. D // Sealing protects the underlying layers. The SUPER 1600-2 meets the high evenness requirements of the Überflieger bridge with ease.

Page 4/4 Easy operation proves its worth The easy operation of the VÖGELE paver once more proved invaluable. The ErgoPlus operating concept is a great boon, commented Site Manager Thorsten Schäfer. The team members were able to concentrate fully on precise paving of the wearing course. This is especially important on a bridge, as you are working right next to the railings. In these confined conditions, the extending screed with its variable pave width was a definite advantage, as it reacts extremely quickly and precisely to changes in the pave width. Job Site Details Paving asphalt with optimized noise-reducing properties on the Überflieger bridge in Düsseldorf, Germany The result: almost inaudible traffic Asphalt with optimized noise-reducing properties, or whispering asphalt as it is commonly known, is gaining in popularity, especially in urban developments as in Düsseldorf, both for new construction projects and rehabilitation work. The material only absorbs the noise, however, if it is paved with great precision (see box on Asphalt with Optimized Noise-Reducing Properties: Principle and Paving ). More information on low-noise wearing course is featured in RoadNews Online (Issue 21). Length of section: 265m Width of section: 6m Paving Details Pave width: 5.7m Layer thickness: 2.5cm Material Wearing course: asphalt with optimized noisereducing properties Equipment SUPER 1600-2 with AB 500 Extending Screed in TV version