NDDOT/LTAP Assistance Conference Mandan, North Dakota November 30, 2011.

Slides:



Advertisements
Similar presentations
Pavement Rehabilitation Method
Advertisements

LOW VOLUME ROAD DESIGN EMPIRICAL APPROACH.
Sub-Grade Preparation-Equipment Caterpillar Paving Products
Using CFB Ash As A Substitute For Portland Cement In Full Depth Reclamation Presented By Steve Dixon, Civil & Environmental Consultants, Inc. Jim Panaro,
The Pre-eminent Supplier– Our People MAKE IT HAPPEN PAPA 54th Annual Paving Conference Hershey, PA January, 30th 2014 RAS Best Practices.
Chelan County Stemilt Loop Full Depth Reclamation, Phase II: Stemilt Loop Road is a Rural Minor Collector located in the Wenatchee Heights. The road serves.
Background: Hot mix asphalt (HMA) is a mixture of aggregate and asphalt binder. The asphalt is a petroleum based substance and, since the oil embargo of.
Highway Engineering Pavement Types
Module 4-2 : Joint Sealing
Pavements. Concrete –Rigid pavement Used where strength is an issue Runways, interstates and major roads –Continuous reinforcing Must have a good base.
Low Volume Road Solutions By: Jason Panter. Seal Coats What is a Seal Coat? – Thin surface treatments – Binder & Aggregates.
Eng. Malek Abuwarda Lecture 13 P1P1 Construction Methods Lecture 13 Production of Concrete and Asphalt.
The Dyer Partnership Engineers and Planners City of North Bend Pavement Management Plan & Street Utility Fee Analysis February 11, 2014.
Recycling….the re-use of sealed roads Andrew Silvestri, Account Manager ResourceCo Roads & Works Conference – August 2012.
Full-Depth Reclamation with Cement Metropolitan Government Pavement Engineers Council.
Conversion of Petroleum Contaminated Soil into Asphalt-Treated Road Base U.S. Army Corps of Engineers, Alaska District.
TOPIC OF THE DAY Flexible Pavement Distresses/Failure Of Structure.
HIGHWAY ENGINEERING AND TRAFFIC ENGINEERING CENG 95.
Full-Depth Reclamation Using a Cement Slurry Spreader Attached to a Ready Mixed Concrete Truck W. Spencer Guthrie, Ph.D., Associate Professor Charles A.
Long-Term Durability of Full-Depth Reclamation using Portland Cement
Pavement Design Terms and Concepts
Towards Standardizing Construction Specifications and Design Criteria of Agricultural Roads in the GCC Countries Eng. Abdulaziz Al-Kulaib Undersecretary,
Inverted Pavements Project: CSSTP (292)01 Troup County “South LaGrange Loop” Georgia Construction Aggregates Associations 2009 Management Workshops.
Herriman City Engineering Department.  Herriman City has experienced tremendous growth over the last several years  Many new subdivisions and associated.
Geosynthetic in Road Pavement and associated Works
Roads. Existing pavement design methods cater to relatively high volumes of traffic with damaging effect quantified in terms of ESA (equivalent standard.
PAVEMENT MAINTENANCE II Part 1b: Chip Seal Construction Idaho Roads Scholar Program.
Evolution of the Williston Basin Drilling Pad ;. Drilling Pad What affects a drilling pad Types of pads in North Dakota Advances in pad construction.
NEW MEXICO-CHIHUAHUA RURAL TASK FORCE Technical Workshop: Dust Control for Improved Particulate Matter Air Quality in Columbus-Palomas December 2, 2008.
MICHIGAN RIDES ON US 2015 Local Roads Workshop Gaylord March 12, 2015.
To Predict The Heaving Potential of Soils Using GIS Presented by Sachin Kunagalli.
A SEMINOR ON SOIL STABILISATION Prepared by D.ARUNA.
Success with Alternatives to Paving Mr. Chuck Fromelt Day County Highway Superintendent Webster, South Dakota.
Pavement Maintenance II
Investigation of methodologies to control dust on county roads in western North Dakota Francis (Fritz) Schwindt.
October 9, 2008 Spokane, Washington Fundamentals of Design and Construction of Full-Depth Reclamation Pavements The Washington State County Road Administration.
Pavement Distresses Flexible Pavement
The History of Cold Recycle Chuck Valentine Valentine Surfacing Co Highways & Engineering Conference.
Washington State Transportation Commission March 20, 2007 Jeff Monsen, PE Intergovernmental Policy Manager.
Technical Services By Nathan Haaland.  Increase in Construction Costs  Asphalt  $350 to $735 per ton  Labor  3.6% increase  Inflation  13% increase.
Highway Subgrade (1) Introduction
Pavement Types Dr. TALEB M. Al-ROUSAN.
Bases, Subbases, & Low Cost Surfaces Dr. TALEB M. AL-ROUSAN.
EPA Infrastructure Pvt. Limited
Paving the way for over 60 years Presentation at the January 10, 2007 NCAUPG Technical Conference By Dusty Ordorff Bituminous Roadways, Inc.
Multi-Layer Systems By Vadim Kravtsov Intermountain Slurry Seal, Inc 1.
Full Depth Reclamation
Highway Network System
2013 Roads and Sidewalk Capital Programs Roads and Parks Maintenance Department Development & Infrastructure Division December 2, 2013.
CITY OF BELLEVILLE ROAD IMPROVEMENTS PROGRAM
November 2014 AEMA Fall Meeting Baltimore, MD.
Pavement Preservation Techniques Used in Virginia
Thin Hot Mix Asphalt Overlays PennDOT Research Findings
Supervised by Dr. Sami Hijjawi Prepared by Hamza Saifan
HIGHWAY MAINTENANCE Failures in flexible pavement.
PAVEMENTS CEE 320 Steve Muench.
2018 Pavement Workshop May 23-24, 2018
Paramix mid-term meeting in Barcelona November 13, 2002
Introduction to Pavement Design
SUBGRADE HOW TO DEAL WITH SOFT SPOTS
2018 Pavement Workshop May 23-24, 2018
Pavement Preservation
Illinois’ Joint Research Adventure
NCAT Pavement Test Track
UTILIZING GRINDINGS ON RURAL ROADS:
Materials and Tests Engineer
Pavement Structural Analysis
Pavement Structural Analysis
Hoops, haddock, cascade, oriole, Ervin and valley view heights paving
Presentation transcript:

NDDOT/LTAP Assistance Conference Mandan, North Dakota November 30, 2011

 Provide better level of service for the traveling public, most notably on Major Corridors.  Preserve the existing aggregate on the road.  Provide better stability for larger volume of traffic and heavy vehicular loads.

 Seek more cost effective means of providing a smooth roadway.  Find an alternative that will provide an aggregate section that will perform similar to asphalt.  Minimize the amount of aggregate it will take to provide the needed stability (want it to hold up under load).  Minimize the amount of widening needed for the road construction.

 PRESERVATION OF AGGREGATE (EXHAUSTABLE NATURAL RESOURCE)  STABILITY/DURABILITY  COST

 LIGNOSULFONATE – LIGNITE SULFATE  STABILIZED BASE USING 3% ASPHALT CONTENT  AGGREGATE BASE COURSE WITH ARMOR COAT (CONSISTING OF PRIME AND DOUBLE CHIP SEAL)  RECLAMING EXISTING CHIP SEAL AND ADDING ANOTHER ARMOR COAT  RECLAIMING EXISTING SURFACING IN CONJUNCTION WITH THE ADDITION OF A ROADWAY STABILIZATION PRODUCT

 Surfacing Stabilization using Base One (Team Lab) Consisted of incorporating Base-1 solution into aggregate base and compacting.  Surfacing Stabilization using Road Enzyme Consisted of injecting a road enzyme by way of a water/enzyme emulsion into a reclaimer and blended it into the roadway.  Surfacing Stabilization using Portland Cement additive Consisted of blending cement into the aggregate surfacing of the roadway utilizing a road relcaimer and a water truck to inject water in front of the grinding head of the reclaimer.  All of the Road Stabilization efforts were done in conjunction with an Armor Coat application.

 Wet spring made for a wet underlying roadway. Injecting additional water with the water/enzyme emulsion added to the moisture condition and resulted in an unstable roadway, thereby hindering compaction efforts.  Cement additive pulled moisture out of the ground and added strength to the aggregate section.  Much like pavement design, the application may not be the same for every roadway. However, the application that provides the best aggregate equivalency reduces the need for widening and gains favorability when comparing options.

 THE ROAD OF PROGRESS CANNOT BE PAVED WITHOUT THE EFFORT OF TRYING TO IMPLEMENT NEW IDEAS.  THE ROAD TO SUCCESS CANNOT PAVED WITHOUT A BUMP OR TWO ALONG THE WAY.  SUCCESS CANNOT BE DEFINED WITHOUT ITS COUNTERPART – FAILURE. HOWEVER, TRUE FAILURE ONLY EXISTS WHEN YOU DO NOT LEARN SOMETHING FROM WHAT YOU TRIED.