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
|
|
|
- Curtis Chapman
- 6 years ago
- Views:
Transcription
1 1. Evolution of Screeds In the US 2. Inline Pave (Hot on Hot) 3. Spray Paver Technology 4. RCC, CTB & Applications 5. Foam Mix and Recycling 6. Narrow & Medium Width High Quality Pavement 7. Navitronic Plus - mm GPS System 8. Latest Innovations in Paving Systems Ease of Operation Ease of Maintenance Economy Efficiency Application Performance for Smoothness & Density
2 1. Evolution of Screeds in the USA A. Fixed Screeds with Hydraulic Strike-off, Becoming Obsolete B. Rear Mount Screeds with & without strikeoff C. Front Mount Screeds Equal & Unequal width D. Compaction Screeds, Latest Screed Innovation in the US
3 1. Evolution of Screeds in the USA Fixed Screeds with Strikeoff -The Original Free Floating Screed Wedge lock Extensions for Width Changes on Mainline Hydraulic Strikeoff used for width changes on commercial applications Short Endgates Reduce Hand work
4 Evolution of Screeds in the USA Rear Mounted Extensions without Pre-Strikeoff No Extension Pre-Strikeoff Cannot retract easily Long Endgates maximizes Hand work Rear Mount Extensions with Pre-Strikeoff Extension Pre-Strikeoff Better Material Management Long Endgates maximize Hand work Front Mount Extensions with Pre-Strikeoff Pre-strikeoff in the middle, difficult to control No Strike off for Versatility on Multi Variable Application Short Endgates minimize Hand work Front Mount Extensions without Pre-Strikeoff Extend and Retract with out Trapping material Exceptional Versatility on Multi Variable Application Short Endgates minimize Hand work
5 1. Evolution of Screeds in the USA High Compaction Screeds - Tamper Bar & Pressure Bars
6 1. Evolution of Screeds in the USA High Compaction Screeds: Density & Temperature Range Conventional screeds: 75-85% High Density screeds: 90% + Target 96 % Temp Range Breakdown Intermediate Finish Compactor H D screeds / Double Drum H D Screeds / Combo Roller Double Drum / ozzi Density 85 92% 92 94% 94 96%
7 1. Evolution of Screeds in the USA High Compaction Screeds: Screed / Roller Density Comparisons Up to 6 Lift Compaction Screeds Opportunity for Waves Roller 80 to 96% Conventional Screeds 75 to 80% Density Up to 12 Lift Roller 94 to 96% Compaction Screeds 92 to 94%
8 2. Inline Pave Volvo Futurastic Paver
9 Machine Technology Wearing Course Binder Course SUPER / SUPER Pavers for wearing course AB IP SUPER IP Paver for binder course MT Mobile feeder AB IP High compaction screed
10 3. Spray Pavers Surface Treatment Applications
11 3. Spray Pavers 5 Spray Bars In-between chassis, Behind tracks & beyond chassis
12 Recent Development in Paving Equipment & Process 4. CTB & RCC Applications New Road Construction Bid 2 ways CTB Base 8 CTB 2 Intermediate Asphalt 1 ½ Surfacing Asphalt Asphalt Base: Fine Grading 6 Black Base 2 Intermediate 1 ½ Surfacing CTB - Project Reduced from 284 days to 92
13 4. CTB & RCC Applications Asphalt, RCC / CTB and Concrete Comparisons Asphalt Flexible Pavement Instant setup, No Re-bars No Slump RCC/CTB Not Flexible Instant setup, No Re-bars No Slump Concrete Not Flexible Intense setup, Re-bars, etc Slump 1 ½ - 5 Average Lift 5-10 Average Lift 4-10 Roller Compacted < 5 Roller Compacted Not Compacted High Speed Traffic Asphalt paver Asphalt Contractors Limited to Lay down Technique Asphalt Paver Asphalt Contractors High Speed Traffic Slip Form Paver Concrete Contractor layer thickness of RCC / CTB usually limited to 5 based on Conventional screeds capabilities
14 5. Foam Mix / Recycling KMA Plant: - Using RAP to Produce Foam Asphalt - Could also produce RCC
15 5. Foam Mix / Recycling High Compaction Screed Laying the Following: Foam Asphalt, & RCC / CTB & Asphalt RCC Foam Asphalt Hot Mix
16 5. Foam Mix / Recycling Cold-in-place Recycling: Recycle Train: S2100 TP2 Screed & Hopper Insert Before After
17 5. Foam Mix / Recycling Cold-in-place Recycling: CR3800, Windrow Elevator & Conventional Screed
18 5. Foam Mix / Recycling Cold-in-place Recycling: CR3800 With TV Screed
19 6 a. Narrow Width High Quality Pavement: Smoothness & Density Equivalent to 10 Pavers Paving Widths: With Cutoff Shoes: 20 Hydraulic Extendable: With Bolt on Extensions: 10 7 Typical Applications: Utility Narrow Width Patching Shoulders / Lane Shift Extension Sidewalk Jogging Trails & Bike Paths Golf Cart Paths
20 6 a. Narrow Width High Quality Pavement: Patching With Cutoff Shoe
21 6 a. Narrow Width High Quality Pavement: Narrow Width Mill & Fill / Patching 42 47
22 6 a. Narrow Width High Quality Pavement: Eliminating Rumble Strip for Lane Extension
23 6 a. Narrow Width High Quality Pavement: GM Test Track: 2 x 5.5 wide 554 Grade Changes in 1000
24 6 a. Narrow Width High Quality Pavement: Asymmetrical Hopper for off-set Paving
25 6 b. Medium Width High Quality Pavement: 4-15 Mat Smoothness and density Equivalent to 10 Pavers
26 6 b. Medium Width High Quality Pavement: 4-15 Paving Widths: With Cut-off shoe: 4 Hydraulic Extendable: 6 11 With Screed Extensions: 8 15 Typical Applications: Utility Medium Width Patching 6 to 8 Shoulders / Lane Shift Extension Sidewalk Jogging Trails & Bike Paths Golf Cart Paths
27 6 b. Medium Width High Quality Pavement 4 to 15 Large Driveways Parking Lots S1303 S1300
28 7. Navitronic Plus - mm GPS - Positioning Systems from Topcon or Leica - Communicating with Vogele Integrated Machine Control - Controls Mat depth, Steering and Paving Width
29 7. Navitronic Plus - Mm GPS Could Also Control Steering with String line and Sensor
30 8. Latest Innovations in Paving Systems Today s Design Focus: Reliability Ease of Operation Ease of Maintenance Economic Efficiency Application Performance for Smoothness & Density
31 8. Latest Innovations in Paving Systems: Ease of Operation: - Raised Operator s Platform for Full Visibility - Swing out Platform for Better visibility at narrow width - Console Swivel & Tilt for comfort
32 8. Latest Innovations in Paving Systems: Ease of Operation: Digital Display Onboard Diagnostics Interactive Training
33 8. Latest Innovations in Paving Systems: Ease of Operation: Pave Mode Engage all paving functions Maneuver Mode Disengage all Paving functions
34 8. Latest Innovations in Paving Systems: Ease of Operation: AUTO Fill Switch Reverse Conveyors & Augers Feeder Cleanout Switch Digital display of material head
35 8. Latest Innovations in Paving Systems: Ease of Operation: Hydraulically Raised Apron
36 8. Latest Innovations in Paving Systems: Ease of Operation: Digital Display Screed Control Integrated Grade & Slope control Multiple Function Remote Control
37 The global Leader of the paving industry 8. Latest Innovations in Paving Systems: Ease of Operation: Could power 2 Balloon lights while heating the screed
38 8. Latest Innovations in Paving Systems: Ease of Maintenance: Daily Maintenance Free Engine Sensors monitoring engine vitals Hydraulic Conveyor Chain Tensioning Centralized Grease Zerk for All Feeder Bearings Economical Optional Auto Lube
39 8. Latest Innovations in Paving Systems: Economic Efficiency: Eco Engine RPM Engine Driven Generator & Cooling Fan Reduced Fuel Consumption
40 8. Latest Innovations in Paving Systems: Application Performance for Smoothness & Density: 4 Sensors Material Management system Feedback steering to optimize Controllability Screed Hold & Freeze to Optimize Smoothness
41 The global Leader of the paving industry 8. Latest Innovations in Paving Systems: Application Performance for Smoothness & Density: Non-Contact Averaging Ski: 8-50 Length 3 x 5 Eye Sensors Swivel the Rear sensor to read off the New Mat
42 The global Leader of the paving industry 8. Latest Innovations in Paving Systems: Application Performance for Smoothness & Density: Wide Paving Widths: with Fixed Screed with Hydraulic Extendable Screeds
43 The global Leader of the paving industry Questions
LPESA Spring Meeting Asphalt Paver Equipment Innovations L. Nars, Product Manager
A WIRTGEN GROUP COMPANY LPESA Spring Meeting Asphalt Paver Equipment Innovations L. Nars, Product Manager Asphalt Paver Equipment Innovations A. The Wirtgen Group Quick Review on the Wirtgen Group & and
Paving Equipment - Manufactures Perspective
Agenda: 1. Differences in equipment - Road paving VS Airport Paving Principles of Screed Compaction Vibratory, Compaction & High Compaction Screeds Surface Texture and Density Wide Paving Eliminate Joints
Using Your Paver as it was Intended
Using Your Paver as it was Intended Presented by Todd Mansell, CAT Paving October 26, 2017 Role of the Paver To meet specifications for grade, texture & smoothness 1 What Is Grade & Slope? Grade (thickness)
Reconstruction of Motorway in Full-Road Width Across 12m
SUPER 2100-2 with SB 250 TP1 Fixed-Width Screed in operation on the German A 61 motorway. Reconstruction of Motorway in Full-Road Width Across 12m SUPER 2100-2 with SB 250 TP1 Fixed-Width Screed in operation
Suggested Best Practices for PAVER OPERATORS
Suggested Best Practices for PAVER OPERATORS Safety operates the paver using "Best Practices" procedures, to produce the highest-quality pavement possible. 1. Select a paving speed that balances delivery,
Paver Operations for Quality
Information Series 125 Paver Operations for Quality www.hotmix.org This publication is provided by the Members of the National Asphalt Pavement Association (NAPA), who are the nation s leading Hot Mix
FTBA CONSTRUCTION CONFERENCE
A WIRTGEN GROUP COMPANY FTBA CONSTRUCTION CONFERENCE 01 17 19 NEW PAVING TECHNOLOGIES L., Manager Commercial Support & Development Paver Controls Past & Present Present: Intelligent Machine Control Past:
D.5.1. Improved components for the milling and mixing process
APPENDIX B Deliverable 5.1. D.5.1. Improved components for the milling and mixing process Introduction: Wirtgen GmbH, together with COPCISA and UPC, defined what aspects in the current cold recycling process
Wheeled Paver SUPER
Wheeled Paver SUPER 1103-2 SUPER 1103-2 Maximum Pave Width 4.2m Maximum Laydown Rate 200 tonnes/h Transport Width 1.85m At a Glance Compact Size, Excellent Manœuvrability SUPER 1103-2 At a Glance Maximum
VÖGELE Screeds Because Building Roads Requires Accuracy
JOSEPH VÖGELE AG VÖGELE Screeds Because Building Roads Requires Accuracy Modern road construction makes increasingly higher and more complex demands on an asphalt paver s quality and technology. The screed
SECTION 315 ASPHALT CONCRETE PAVEMENT. Materials shall be furnished by the Contractor in accordance with Section 200.
SECTION 315 ASPHALT CONCRETE PAVEMENT I. GENERAL 1.1. DESCRIPTION OF WORK The Contractor shall furnish all labor, supervision, material (except as herein provided), tools, equipment, supplies, and services;
City of Regina Standard Construction Specification SECTION 2350 PLACEMENT OF ASPHALTIC CONCRETE SURFACE 1.0 GENERAL. 1.1 Scope
1.0 GENERAL 1.1 Scope 2.0 PRODUCTS 1.1.1 The work shall consist of placing asphaltic concrete to a compacted thickness conforming to the lines, grades, and cross-sections as shown on the plan or as designated
Booklet on Paving.
A WIRTGEN GROUP COMPANY Vögele Booklet on Paving VÖGELE BOOKLET ON PAVING CONTENTS 1 Design of a Road Paver 7 1.1 Differences between Construction Machinery and Road Pavers... 8 1.2 Components of a Road
Over the Alps with NAVITRONIC Basic and Swiss Precision
Use of the new VÖGELE 3D control system for wheeled pavers. Over the Alps with NAVITRONIC Basic and Swiss Precision Use of the new VÖGELE 3D control system for wheeled pavers. Over the Alps with NAVITRONIC
Flexible Pavement Preservation Treatment Construction Ultra-thin, Hot Mixed Asphalt, Bonded Wearing Course AT-TC3PP T1-JA01
Suggested Field Considerations The following field considerations are a guide to the important aspects of applying a bonded wearing course (BWC). The below items should be considered to promote a successful
Flexible Pavement Preservation Treatment Construction Thin Functional and Maintenance Overlay Projects AT-TC3PP T1-JA01
Suggested Field Considerations The following field considerations are a guide for the important aspects of planning a thin functional overlay project. Thorough answers to these questions should be determined
Asphalt Screeds 8 ft & 10 ft ASPHALT SCREEDS. 8 ft & 10 ft STANDARD/MAX PAVING WIDTHS
ASPHALT SCREEDS 8 ft & 10 ft Asphalt Screeds 8 ft & 10 ft STANDARD/MAX PAVING WIDTHS For 8 Pavers For 10 Pavers S-8 8 16 S-10 10 30 EZIV-8 8 15 EZIV-10 10 25 EZV-10 10 26 Eagle 8 8 16 Eagle 10 10 24 EZR2
Unparalleled quality and versatility. Slipform Paver SP 15
Unparalleled quality and versatility Slipform Paver SP 15 Taking versatility to a new level Steel swivel or rubber chute Legs pivot to adjust to site conditions Machine post with hydraulic lift cylinder
Tracked Paver SUPER Compact Class. Maximum Pave Width 5m Maximum Laydown Rate 350t/h Transport Width 1.85m.
Tracked Paver SUPER 1300-3 Maximum Pave Width 5m Maximum Laydown Rate 350t/h Transport Width 1.85m www.voegele.info The Highlights of the New Generation Compact paver with a wide range of applications
High-performance technology for road rehabilitation. Cold Recycler WR 4200
High-performance technology for road rehabilitation Cold Recycler WR 4200 A power package for better roads Recycle complete pavements of up to 4.20 m in one pass If an acid test were to take place for
Five Stars for Versatility and Flexibility
The SUPER 1900-3 proved near Antalya, Turkey that it is the most versatile model in its class Five Stars for Versatility and Flexibility The SUPER 1900-3 proved near Antalya, Turkey that it is the most
HIGHWAY CLASS SCREED EZIV (2.43m-4.59m) 22 (6.7m) (3.05m-5.79m) 26 (7.92m) Standard Width Maximum Width Standard Width Maximum Width
HIGHWAY CLASS SCREED Standard Width Maximum Width Standard Width Maximum Width EZIV 8-15 (2.43m-4.59m) 22 (6.7m) 10-19.5 (3.05m-5.79m) 26 (7.92m) OVERVIEW The Benchmark To Which All Others Are Measured.
ASTEC encourages its engineers and executives to author articles that will be of value to members of the hot mix asphalt (HMA) industry.
ASTEC encourages its engineers and executives to author articles that will be of value to members of the hot mix asphalt (HMA) industry. The company also sponsors independent research when appropriate
Overlay Applications. Overlays and Asphaltic Surfaces. Base Conditions. Subgrade. Existing PCC Pavement. Base Course 7/6/2010
Overlay Applications Repair of existing surface Overlays and Asphaltic Surfaces Milling WisDOT/WAPA Asphalt Pavement Project Manager Training Rubblization June 2010 Base Conditions Mixtures to be placed
Mix Design & Construction -1-
Mix Design & Construction -1- AGENDA RCC Mix Design RCC Mix Production RCC Construction Process -2- THE FINAL SURFACE TYPE WILL DICTATE THE NECESSARY TECHNIQUES & EQUIPMENT NEEDED TO BE SUCCESSFUL Natural
SUPER Paves Top Quality Wearing Course without Joints
New large VÖGELE paver delights German professionals when working in 12.5m width. SUPER 3000-2 Paves Top Quality Wearing Course without Joints New large VÖGELE paver delights German professionals when
Successful cold in-place recycling around the globe
Wirtgen Cold Recycler 2200 CR / 3800 CR. Successful cold in-place recycling around the globe JOBREPORTS ANDREFERENCES Cold in-place recycling 02 03 Economical road rehabilitation The in-situ cold recycling
Prepaving Conferences
Prepaving Conferences Presenters ODOT: Bob Townsend Assistant Project Manager The Dalles Construction Office Knife River: Tyrone Belgarde Project Superintendent Knife River Corporation-Northwest Prepaving
Materials 207: Troubleshooting Production Problems
Materials 207: Troubleshooting Production Problems A Contractor s Perspective Rocky Mountain Asphalt Conference Feb. 25, 2011 Bob Ekstrom Quality Control Manager United Companies of Mesa County Troubleshooting
Trenton M. Clark, P.E. Director of Engineering Virginia Asphalt Association
Trenton M. Clark, P.E. Director of Engineering Virginia Asphalt Association Representatives of VDOT (consultant or inspector) must be familiar with the VDOT Road and Bridge Specifications as well as Special
InLine Pave Train Widens Highway While Open to Traffic
Paving asphalt hot on hot on the B 50 federal highway in Germany. InLine Pave Train Widens Highway While Open to Traffic Paving asphalt hot on hot on the B 50 federal highway in Germany. InLine Pave Train
CONSTRUCTION SPECIFICATION FOR HOT IN-PLACE RECYCLING AND HOT IN-PLACE RECYCLING WITH INTEGRAL OVERLAY
ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 332 SEPTEMBER 1996 CONSTRUCTION SPECIFICATION FOR HOT IN-PLACE RECYCLING AND HOT IN-PLACE RECYCLING WITH INTEGRAL OVERLAY 332.01 SCOPE 332.02 REFERENCES
Spray Paver with NAVITRONIC Plus Makes its Norwegian Debut
SUPER 1800-2 with SprayJet Module refurbishes Tromsø airport. Spray Paver with NAVITRONIC Plus Makes its Norwegian Debut SUPER 1800-2 with SprayJet Module refurbishes Tromsø airport. Spray Paver with NAVITRONIC
Warm Mix Asphalt (WMA) Guide Specification for Highway Construction
Warm Mix Asphalt (WMA) Guide Specification for Highway Construction Division 400 - Asphalt Pavements and Surface Treatments SECTION 4XX - WARM MIX ASPHALT (WMA) PAVEMENT Warm mix asphalt (WMA) is the generic
Whitetopping: The Overlay Choice
Whitetopping: The Overlay Choice The Worldwide Leader in Concrete Paving Technology A GOMACO GHP-2800 is slipforming the new concrete overlay on top of existing asphalt. HW-051210 D13 Whitetopping Project:
Extraction and Sieve Analysis ( µm minus) Forming Marshall Specimens, Field Method
3.56 COLD IN-PLACE RECYCLING 3.56.1 GENERAL This specification covers the requirements for Cold In-Place Recycling (CIR) which consists of reclaiming the existing asphalt pavement; sizing the reclaimed
HR E. with Rear-Mounted Extensions HR E. Maximum Paving Width 25 ft. 6 in. Basic Width 10 ft. Compacting System V (Vibration)
HR 500-1 E with Rear-Mounted Extensions HR 500-1 E Maximum Paving Width 25 ft. 6 in. Basic Width Compacting System V (Vibration) VÖGELE HR 500-1 E with Rear-Mounted Extensi ons V ögele screeds are all
The Right Fit - Joint Construction. Presented by: Todd Mansell, Sakai America, Inc.
The Right Fit - Joint Construction Presented by: Todd Mansell, Sakai America, Inc. Why joints? The weakest link in a pavement structure Raveling along longitudinal joints Ride quality on transverse joints
Construction. Provide safe and environmentally acceptable equipment that can produce a specification pavement.
502.01 Section 502. HOT MIX ASPHALT CONSTRUCTION PRACTICES 502.01 Description. Prepare the existing pavement and construct hot mix asphalt (HMA) pavements, shoulders, and approaches. Provide a pavement
Economical paving of 4.0-m to 12.0-m wide concrete slabs Slipform Paver SP 1200
Economical paving of 4.0-m to 12.0-m wide concrete slabs Slipform Paver SP 1200 Concrete pavements of high quality produced at low cost Efficiency, high quality, flexibility The innovative SP 1200 slipform
Asphalt Pavement Construction: Best Practices
Percent Service Life 12/13/2016 Asphalt Pavement Construction: Best Practices 57th Annual Illinois Bituminous Paving Conference December 12-13, 2016 Effect of In-Place Voids on Life 100 Washington State
SECTION ASPHALT PAVING
SECTION 321216 ASPHALT PAVING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Hot-mix asphalt paving. 1.2 PRE-INSTALLATION MEETINGS A. Pre-installation Conference: Conduct conference at Project site.
COLD IN PLACE RECYCLING
Sponsored by of New York COLD IN PLACE RECYCLING OVERVIEW What is Cold Recycling? Why Recycle? Types & Processes Candidate Selection Core Sampling Mix Design Economics WHAT IS COLD RECYCLING? Effective
TABLE ASPHALTIC CONCRETE MIX DESIGN CRITERIA
SECTION 413 ASPHALTIC CONCRETE (ASPHALT-RUBBER): 413-1 Description: Asphaltic Concrete (Asphalt-Rubber), hereinafter asphaltic concrete, shall consist of furnishing all materials, mixing at a plant, hauling,
Paving Methods Using a Multi Asphalt Paver
Paving Methods Using a Multi Asphalt Paver T. Matsuda Member of MAP Technical Research Group, Tokyo, Japan ABSTRACT:Multi-asphalt paver (MAP) is an asphalt finisher and it can simultaneously handle two
NJDOT STATE REPORT NORTHEAST PAVEMENT PRESERVATION PARTNERSHIP ANNUAL MEETING APRIL 29 MAY 1, 2015 NEWARK, DELAWARE
NJDOT STATE REPORT NORTHEAST PAVEMENT PRESERVATION PARTNERSHIP ANNUAL MEETING APRIL 29 MAY 1, 2015 NEWARK, DELAWARE OVERVIEW Pavement Specification Changes Status of NJDOT Highway System NJDOT Pavement
OKLAHOMA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS FOR PLANT MIX BITUMINOUS BASES AND SURFACES
418-1(a-f)99 OKLAHOMA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS FOR PLANT MIX BITUMINOUS BASES AND SURFACES These Special Provisions revise, amend and where in conflict, supersede applicable sections
TechniSoil G5 Installation Specification
TechniSoil G5 Installation Specification Prepared by: TechniSoil Global Inc. Page 2 Stabilized Aggregate Path and Road Surface TechniSoil G5 Premix Specification 1. Summary This Section includes material
SPECIFICATIONS FOR BONDED WEARING COURSE
SPECIFICATIONS FOR BONDED WEARING COURSE 1.0 DEFINITIONS The term Director [Superintendent, etc.] shall mean the Director of Public Works of the awarding authority. The term Designee shall mean an employee
Magnificent Performance
For the first time ever, a high compaction screed with a pave width of 15.5m was used on Germany s Berlin Ring motorway Magnificent Performance For the first time ever, a high compaction screed with a
SECTION 402 HOT MIX ASPHALT, HMA, PAVEMENT
SECTION 402 HOT MIX ASPHALT, HMA, PAVEMENT 402.01 Description. This work shall consist of one or more courses of HMA base, intermediate, or surface mixtures and miscellaneous courses for rumble strips,
KU Medical Center 2018 PAVEMENT RESTORATION PROJECT Project No May 4, 2018
SECTION 321216 - ASPHALT PAVING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and General Requirements of the Contract apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Cold milling of existing
Compaction Principles
Compaction Principles The A, B, Cs Asphaltic concrete mix is like eggs, meat and milk it has a shelf life and must be compacted before it cools (spoils) Binder content makes it either more difficult to
Intelligent Compaction A Brief Summary
Intelligent Compaction A Brief Summary Forest Park, GA September 17, 2009 Presented by: Todd Mansell, Sakai America, Inc. Intelligent Compaction The Vision* IC is an emerging technology that allows greater
ASPHALT MIX DESIGNER
ASPHALT MIX DESIGNER EFFECT OF MIX DESIGN ON PERFORMANCE AND CONSTRUCTION OF HMA Module 8 Module 8 1, July 2005 8-1 QUALITY Meets or Exceeds the Expectations or Needs of the Customer Module 8 2, July 2005
COLD IN-PLACE RECYCLING (CIR) Starting with what is there i.e. in situ materials
COLD IN-PLACE RECYCLING (CIR) Starting with what is there i.e. in situ materials Definitions: ARRA (Asphalt Recycling/Reclaiming Ass.) Cold In-Place Recycling (CIR) is the on-site recycling process to
Longitudinal Joint Construction
North Central Hot Mix Asphalt Technical Conference Illinois Bituminous Paving Conference January 9, 2008 Springfield, IL Longitudinal Joint Construction William J. Pine, P.E. Heritage Research Group A
Cold In-Place Recycling
Cold In-Place Recycling Dan Schellhammer, P.E. Midstate Reclamation and Trucking In 1991, Midstate brought the first reclaimer into the state of Minnesota Emphasis on asphalt recycling techniques (milling,
CONSTRUCTION SPECIFICATION FOR HOT IN-PLACE RECYCLING AND HOT IN-PLACE RECYCLING WITH INTEGRAL OVERLAY
ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 332 APRIL 2004 CONSTRUCTION SPECIFICATION FOR HOT IN-PLACE RECYCLING AND HOT IN-PLACE RECYCLING WITH INTEGRAL OVERLAY TABLE OF CONTENTS 332.01 SCOPE
STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 806 ASPHALT CONCRETE WITH JOINT DENSITY FOR MULTI-LANE HIGHWAYS.
STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 806 ASPHALT CONCRETE WITH JOINT DENSITY FOR MULTI-LANE HIGHWAYS March 2, 2015 806.01 Description 806.02 JMF Field Adjustments 806.03
City of Estevan. Construction Specifications
City of Estevan Construction Specifications 1.0 GENERAL This section governs the requirements for the supply and placement of Asphaltic Concrete pavement. 2.0 MATERIALS 2.1 Aggregate Shall consist of hard,
VDOT S PREVENTIVE MAINTENANCE TECHNIQUES & EXPECTATIONS
VDOT S PREVENTIVE MAINTENANCE TECHNIQUES & EXPECTATIONS Todd Rorrer Regional Field Engineer CO Asphalt Programs 2017 Asphalt Regional Seminars 1 VDOT S PREVENTIVE MAINTENANCE TECHNIQUES & EXPECTATIONS
ODOT District Pavement General Notes P401: ITEM PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN
P401: ITEM 254 - PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN P402: ITEM 254 - PAVEMENT PLANING, PORTLAND CEMENT CONCRETE, AS PER PLAN P403: ITEM 304 - AGGREGATE BASE, AS PER PLAN P404: DELETED P405:
Construction Specification for Hot Mixed, Hot Laid Asphaltic Concrete Paving
Engineering & Construction Services Division Standard Specifications for Road Works TS 310 September 2017 for Hot Mixed, Hot Laid Asphaltic Concrete Paving Table of Contents TS 310.01 SCOPE... 3 TS 310.02
ROAD AND RAILWAY CONSTRUCTION
MSC COURSE 2016/2017 AUTUMN SEMESTER ROAD AND RAILWAY CONSTRUCTION PAVING TECHNOLOGIES SZÉCHENYI ISTVÁN UNIVERSITY Dr. Péter FÜLEKI assistant professor 7th lecture s theme Paving technologies Earthwork
SOM August 2009 Alaska
Asphalt Rubber Finishing Course (ARFC) The end of the road for the tire. The beginning of the road for a quieter, smoother Pavement. SOM August 2009 Alaska Jim Delton, State Materials Engineer, Arizona
1301 SCOPE. This section covers asphaltic concrete (AC) pavement for roadways and parking areas.
SECTION 1300 - ASPHALTIC CONCRETE PAVEMENT 1301 SCOPE. This section covers asphaltic concrete (AC) pavement for roadways and parking areas. 1302 GENERAL. Pavement shall be constructed to the lines, grades,
AP555E. Asphalt Paver. Cat C4.4 Engine with ACERT Technology. Paving Ranges AS4252C. Operating Weight with. Maximum Paving Width w/extensions AS4251C
AP555E Asphalt Paver Cat C4.4 Engine with ACERT Technology Rated Power (ISO 14396) Operating Weight with AS4252C Screed AS4251C Screed 106 kw/144 hp 16 745 kg 17 710 kg Paving Ranges AS4252C Standard Paving
SPECIAL NOTE FOR INTELLIGENT COMPACTION OF ASPHALT MIXTURES
SPECIAL NOTE FOR INTELLIGENT COMPACTION OF ASPHALT MIXTURES This Special Note will apply when indicated on the plans or in the proposal. Section references herein are to the Department s Standard Specifications
Best Practices. Dennis Clausen Director of Training GOMACO Corporation
Best Practices Dennis Clausen Director of Training GOMACO Corporation Considerations for Profile Paving Stringline Installation & Maintenance Subgrade Stability and Accuracy Concrete Control & Placement
Specifying Asphalt Pavement the ODOT Way
Ohio Department of Transportation John R. Kasich, Governor Jerry Wray, Director Specifying Asphalt Pavement the ODOT Way David Miller, P.E. Office of Pavement Engineering Workshop on Design and Rehabilitation
Technical specification Slipform Paver SP 1600
Technical specification Slipform Paver SP 1600 Technical specification Slipform paver SP 1600 Range of applications Slab paving Concrete spreading Spreading plough for working width 5,000 16,000 mm Slab
What s Known and What s New. Timothy R. Murphy, P.E. President
What s Known and What s New Timothy R. Murphy, P.E. President Transportation Research Board s Report 202 (1984) Mr. Allan Wood US Army, 82 nd Airborne Parachuted into Holland 9/17/1944 Operation Market
SPECIAL SPECIFICATION 3347 Ultra Thin Hot Mix Bonded Wearing Course
1993 Specifications CSJ s 0114-12-005 and 1685-01-083 SPECIAL SPECIFICATION 3347 Ultra Thin Hot Mix Bonded Wearing Course 1. Description. This Item shall govern for the construction of a surface treatment
MT i Offset. PowerFeeder. Special Class
PowerFeeder MT 3000-2i Offset Material Feeder: Maximum Conveying Capacity 1,320 tons/h Pivoting Conveyor ErgoPlus Operating System Continuous Rubber Tracks Highlights of the MT 3000-2i Offset Continuous
SEMINAR ON CEMENT AND CONCRETE APPLICATIONS ROADS 1 2 AUGUST 2018 JKR CREATE, MELAKA COLD IN PLACE RECYCLING (CIPR)
SEMINAR ON CEMENT AND CONCRETE APPLICATIONS ROADS 1 2 AUGUST 2018 JKR CREATE, MELAKA COLD IN PLACE RECYCLING (CIPR) Empowered by science, inspired by humans CONTENTS : GENERAL DEFINATION WHERE TO USE PROCESS
Construction Specification for Hot Mixed, Hot Laid Asphaltic Concrete Paving
Engineering & Construction Services Division Standard Specifications for Road Works TS 310 September 2018 for Hot Mixed, Hot Laid Asphaltic Concrete Paving Table of Contents TS 310.01 SCOPE... 3 TS 310.02
Ohio Department of Transportation COS/GUE - SR 541 Warm Mix Asphalt Field Trial
Ohio Department of Transportation COS/GUE - SR 541 Warm Mix Asphalt Field Trial National WMA TWIG group wanted some specific data from a couple of WMA jobs in 06 Ohio Industry approached ODOT in March
SPECIFICATIONS FOR SAND SEAL
SPECIFICATIONS FOR SAND SEAL 1.0 DEFINITIONS The term Director [Superintendent, etc.] shall mean the Director of Public Works of the awarding authority. The term Designee shall mean an employee of the
PAVER PLACED SURFACE TREATMENT
PAVER PLACED SURFACE TREATMENT **From St. Johnsbury-Lyndon IM 091-3(50) DESCRIPTION. This work shall consist of applying a paver placed surface treatment, consisting of a warm polymer modified emulsified
KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 2015
Sheet 1 of 5 KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 2015 HMA BOND STRENGTH Page 600-2, subsection 602.1. Add the following bid item: BID ITEMS Emulsified
Material Transfer Device Effect on Pavement Smoothness Widening Joint Design & Construction
Florida Department of TRANSPORTATION Material Transfer Device Effect on Pavement Smoothness Widening Joint Design & Construction 2016 FTBA Construction Conference Florida Department of TRANSPORTATION Factors
Section ASPHALTIC CONCRETE PAVEMENT
PART 1 GENERAL 1.01 SUMMARY Section 02741 This Section includes surface courses of compacted mixture of coarse and fine aggregates and asphaltic material. 1.02 MEASUREMENT AND PAYMENT A. Unit Prices. 1.
1301 SCOPE. This section covers asphaltic concrete (AC) pavement for roadways and parking areas.
SECTION 1300 - ASPHALTIC CONCRETE PAVEMENT 1301 SCOPE. This section covers asphaltic concrete (AC) pavement for roadways and parking areas. 1302 GENERAL. Pavement shall be constructed to the lines, grades,
SPECIFICATIONS FOR NEW WORK CHIP SEAL
SPECIFICATIONS FOR NEW WORK CHIP SEAL 1.0 DEFINITIONS The term Director [Superintendent, etc.] shall mean the Director of Public Works of the awarding authority. The term Designee shall mean an employee
SPECIAL PROVISIONS - SP2014 BOOK Page 1 October 8, 2013
SPECIAL PROVISIONS - SP2014 BOOK Page 1 S-1 (2104) REMOVE AND REPLACE BITUMINOUS PAVEMENT (ADA) Always include SP2014-119 (PLANT MIXED ASPHALT PAVEMENT) or SP2014-121 (PLANT MIXED ASPHALT PAVEMENT FOR
Double-layer Asphalt Pavement in a Single Process and Noise Reductions Properties of Double-Layer Porous Asphalt
Double-layer Asphalt Pavement in a Single Process and Noise Reductions Properties of Double-Layer Porous Asphalt T. Saito NIPPO CORPORATION Technical Development Department, Saitama, Japan N. Inaba NIPPO
**************************************************************************
USACE / NAVFAC / AFCEC / NASA UFGS-32 01 16.71 (February 2017) ------------------------------ Preparing Activity: USACE Superseding UFGS-32 01 16.17 (August 2008) UNIFIED FACILITIES GUIDE SPECIFICATIONS
**************************************************************************
USACE / NAVFAC / AFCEC / NASA UFGS-32 01 16.71 (February 2017) ------------------------------ Preparing Activity: USACE Superseding UFGS-32 01 16.17 (August 2008) UNIFIED FACILITIES GUIDE SPECIFICATIONS
2014 Capital Project Phase 3 Grand Island Central School District Cannon Design Project No SECTION PAVING PART 1 - GENERAL
SECTION 321200 - PAVING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The Contractor for this work shall be held to have read all of the Bidding Requirements, the Proposal Forms, the General Conditions of
CITY OF LETHBRIDGE SECTION INFRASTRUCTURE SERVICES Page 1 of 7 GRANULAR BASE PREP
INFRASTRUCTURE SERVICES Page 1 of 7 1.0 GRANULAR BASE AND SUB-BASE 1.1 DESCRIPTION.1 This section specifies requirements for supplying, producing, hauling placing and compacting processed gravel or quarried
SPECIAL SPECIFICATION 3419 Ultra Thin Hot Mix Bonded Wearing Course
1993 Specifications CSJ 0196-03-236 SPECIAL SPECIFICATION 3419 Ultra Thin Hot Mix Bonded Wearing Course 1. Description. This Item will govern for the construction of a surface treatment composed of the
AXTOR UNIVERSAL WOOD SHREDDER SHREDDING AND CHIPPING CONTRARY-RESISTANT HIGH THROUGHPUT MAINTENANCE-FRIENDLY
AXTOR UNIVERSAL WOOD SHREDDER SHREDDING AND CHIPPING CONTRARY-RESISTANT HIGH THROUGHPUT MAINTENANCE-FRIENDLY APPLICATION HIGHLIGHTS Long feed area, open to the front, with filling capability on both sides
Special Provision No. 335S03 April 2015
COLD IN-PLACE RECYCLED EXPANDED ASPHALT MIX Item No. Special Provision No. 335S03 April 2015 Amendment to OPSS 335, November 2009 OPSS 335, November 2009, Construction Specification for Cold In-Place Recycling
ASPHALT WAQTC AASHTO T 168
SAMPLING OF BITUMINOUS PAVING MIXTURES FOP FOR AASHTO T 168 (10) Scope This procedure covers the sampling of bituminous paving mixtures from HMA plants, haul units, and roadways in accordance with AASHTO
(D) Surface Slope Bituminous patch in front of the truncated domes must not exceed 5% measured perpendicular to the flow line or edge of roadway.
Last Revision by CO Special Provisions: 09/14/18 Page 1 S-1 (2104) REMOVE AND REPLACE BITUMINOUS PAVEMENT (ADA) Always include SP2018-143 ((2360) PLANT MIXED ASPHALT PAVEMENT (MSCR)) when using this writeup.
President. Myron Hillock. Sales Director
WELCOME Steve Lewis President Myron Hillock Sales Director Company Profile Est. 1968 Company Size: 85-90 employees on average Own most all equipment Speciality Concrete Contractor Commercial / Industrial
Ohio SR 541 Warm Mix Asphalt Field Trial Open House
Ohio SR 541 Warm Mix Asphalt Field Trial Open House Revised Bid Items: Alternate 1 Ref Item No Qty Unit Description 13 448E46080 4509 CU YD Asphalt Concrete Intermediate Course, Type 1, PG 70-22
ITEM 252 IN-PLACE FULL DEPTH COLD FLEXIBLE PAVEMENT RECYCLING
AFTER NOVEMBER 1, 2008 ITEM 252 IN-PLACE FULL DEPTH COLD FLEXIBLE PAVEMENT RECYCLING 252.1 Description. This work shall consist of a stabilized base course composed of a mixture of the existing bituminous
MICHIGAN DEPARTMENT OF TRANSPORTATION
MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR OPEN-GRADED DRAINAGE COURSE, MODIFIED FOR JOB NUMBER 110616 (PORTLAND CEMENT-TREATED PERMEABLE BASE USING CRUSHED CONCRETE) CFS:JFS 1 of 5 APPR:ARB:TES:11-06-14