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

Similar documents
Advantages & Specifications for the Use of Perma-Patch for the Repair of Potholes

Tacoma Streets 101. City of Tacoma - Citizen Neighborhood Street Improvement and Safety Task Force

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

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

2018 ROAD MAINTENANCE PROGRAM

Advanced Construction Techniques. Concrete Pavements ACCELERATED CONSTRUCTION OF URBAN INTERSECTIONS WITH PORTLAND CEMENT CONCRETE PAVEMENT (PCCP)

Performance of Ultra-Thin Bounded Wearing Course (UTBWC) Surface Treatment on US-169 Princeton, Minnesota. Transportation Research

Concrete Pavements ACCELERATED CONSTRUCTION OF URBAN INTERSECTIONS WITH PORTLAND CEMENT CONCRETE PAVEMENT (PCCP)

Rennick Yard Roller-Compacted Concrete Pavement

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

Pavement and Asset Management from a City s Perspective Mike Rief, PE, DBIA and Andrea Azary, EIT. February 12, 2015

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

TANGIBLE CAPITAL ASSET (TCA) Reporting Guidelines for Land Development Projects

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

Asphalt Recycling and Pavement Preservation in Hillsborough County, Florida

ITEM 400 STRUCTURAL EXCAVATION AND BACKFILL

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

SECTION [ ] [02730] STABILIZED DECOMPOSED GRANITE SURFACING

Value-Based Pavement Prioritization Tool. 11th National Conference on Transportation Asset Management Tim Skeel July 11, 2016

High Performance Racetracks

ROLLER COMPACTED CONCRETE DESIGN AND CONSTRUCTION FOR INTERMODAL TERMINALS

Update on Performance of Thin Asphalt Overlays

City of Davis Pavement Management Program

ASPHALT PAVING LEVEL 1

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

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

Saving When Repaving:

MNDOT PAVEMENT DESIGN MANUAL

Compaction Theory and Best Practices

Road Quality Working Group. June 11, 2015

The Use and Performance of Geogrids in Kentucky

Kentucky Transportation Center

Bids MAY 24, 2018 AT 2:00 P.M. (EASTERN) (Estimated Cost: $7,500,000.00)

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

RoaDrain Synthetic Subsurface Drainage Layer (SSDL)

In Place Density Determination of Asphalt Concrete by the Coring Method

SECTION 5: PEER CITY REVIEW

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

Road Condition Statistics: Notes and definitions

INSTALLATION & MAINTENANCE

Restoration Requirements

IN-PLACE DENSITY AND MOISTURE CONTENT OF SOIL AND SOIL- AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) FOP FOR AASHTO T 310

Managing Density For Asphalt Pavement

Student Manual. Lesson 4- Nuclear Density Testing. Version 1.0-3/09 4-1

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

HIR on Oklahoma Turnpikes

BSA Cycling Merit Badge. Created: April 2017 Updated: May 2017

2016 FACT SHEET ENGINEERING STREET OPERATIONS. Engineering Street Operations net 2016 budget is $5,199,900 WHAT IS ENGINEERING STREET OPERATIONS?

Pavement Management Program

Binder Modified with a Combination of PPA and SBS: The NCAT Test Track Experience PPA Workshop April 7, 2009

Burns Cooley Dennis, Inc. Geotechnical and Materials Engineering Consultants Performance of Permeable Friction Courses NCHRP 9-41

Organization for Traffic Control on County Highways

Shoulders. Chapter 4: chapter contents

Chapter 14 Challenging Driving Conditions

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

SAFE WALKS PROGRAM FREQUENTLY ASKED QUESTIONS

Designing and Benchmarking Mine Roads for Safe and Efficient Haulage. Roger Thompson Alex Visser

PROPOSAL. PROPOSAL OF, a corporation a

Emerging Concrete Pavement Solutions Roller Compacted Concrete (RCC)

2008 REPORT OF THE HIGHWAY COMMISSIONER

Study of the Effects of Buried Pipe Integrity on Roadway Subsidence

FIELD GUIDE. for the Airport Pavement Maintenance Recommendation Tool for ACRP Report 159 AIRPORT COOPERATIVE RESEARCH PROGRAM

TRAFFIC FIELD OPERATIONS (1 of 7) - ADMINISTRATION

Notice of Intent to Close Inactive CCR Surface Impoundments

City of West Des Moines PAVEMENT MANAGEMENT SYSTEM

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

County of Greenville South Carolina. Traffic Calming Program Neighborhood Traffic Education Program and Speed Hump Program

Streets Presentation. Public Works Department. Jill Mercurio, P.E. City Engineer November 19, 2013

LoneStar Fiberglass Pools. Do-It-Yourself. Installation Manual

Standard Test Procedures Manual

SECTION 3 STREET DESIGN

Spring YOURCOURSE BIGGA Aeration.indd 46 11/01/ :37

NCHRP Project 9-40 Update Optimization of Tack coat for HMA Placement

Parking. Parking 11/27/2012. On street parking. Off-street parking is space provided for vehicular parking outside the dedicated street right-of-way.

Bids DECEMBER 21, 2018 AT 2:00 P.M. (EASTERN) (Estimated Cost: $4,700,000.00)

Driving Indiana s Economic Growth

Chloride Stabilization of Unpaved Road Aggregate Surfacing *

GOOD AFTERNOON!!! 2012 FDOT / FTBA Conference. Dave Drehmer. Mariani Asphalt an Associated Asphalt Company

FENCE RENTAL, PURCHASE, INSTALLATION, SUPPLIES & SERVICE - REQUIREMENTS CONTRACT INVITATION FOR BID PRICE SHEET ATTACHMENT E

VEHICLE CROSSING AND PEDESTRIAN CUTDOWN SET OUT

I-64 BATTLEFIELD BLVD: PERFORMANCE MEETS EXPECTATION

$ 12" $#&%$ 86.) *1! *1 /3 )00, , (1* Neighborhood Traffic Calming Part 3 Solutions Bradley William Yarger, P.E.

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

SECTION 48 - TRAFFIC STRIPES AND PAVEMENT MARKINGS TABLE OF CONTENTS

Dynamic Cone Penetrometer SL970. Impact Test Equipment Ltd & User Guide. User Guide

EZ Set Ice Rink- 200 & 400 Owner s Manual

ASPHALT PLANT LEVEL 1

PENNDOT HPMS DATA COLLECTION GUIDE. Bureau of Planning and Research Transportation Planning Division April 2016 (Updated March 2018)

PAVEMENT AND ALIGNMENT DESIGN OF A NEW RURAL ROAD IN THE PROVINCE OF BOLOGNA

PENNDOT HPMS DATA COLLECTION GUIDE

STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENT 1055 ASPHALT MAT DENSITY BY GAUGE TESTING. April 18, 2014

Executive Summary. Introduction

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

Foldable & Removable Bollards

Township of Springwater

City of Coquitlam. Pavement Management Technology. Profile/GPS/Videolog Vehicle. Pavement Management System. SUBSURFACE PROFILING - Road Radar

Paul Vraney Bureau of Project Development 02/11/2016

Kansas Department of Transportation DISTRICT 2. Project(s): Min: Max:

James David Site Prep & Underground

BikeEd Need to Know: Teenager / Adult

Transcription:

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

Asphalt Pothole and Patching Repairs Smaller Repairs! Where do Potholes come from Planning Patching Basics Methods

The pothole

What we want to avoid! Sure you have had some days when nothing turns out right. This happens to everyone, and if you don t think so, just check this out...

What we want to avoid! Sure you have had some days when nothing turns out right. This happens to everyone, and if you don t think so, just check this out...

First, SHE doesn t care about the size of the pothole...

Then, SHE accelerates to get out of there...

Pay attention to where this gentleman is... By now, the car engine is likely to be dead...

The elderly people who first complained about getting wet, are getting worried, because of what may happen to our lady driver...

Look at this guy s looks! desperate Three guys tried to get the car out of there by hand...

This is the only one who tries to do something for our lady driver! What are these guys looking at? She dives, trying to reach the shore

Why help? I can see it all very well from here! One thing is sure: these guys are full of good intentions

MY CAR What the heck! I am tired of this... Man! It is going under! This chap didn t even budge from here all this time! But did anyone think these guys could save the car?

Gluglu glu glu glupf glupf...

Just check the size of this pothole!

Next time you complain about the potholes in your town!

THE END!

Mechanics of Pothole Formation

Mechanics of Pothole Formation Pavement bends under vehicle weight Bottom layer of pavement stretches and cracks. Continued bending fatigues pavement causing cracks on surface. Water enters cracks from rain or snow then freezes Freezing moisture expands cracks breaking apart pavement allowing water to enter base and subgrade. Subgrade looses it supporting capability and the area falls apart.

Methods of Pothole Patching Three types Permanent Pavement in good condition Relative long life remaining Agency budget sufficient to allow permanent patching DO THE JOB RIGHT THE FIRST TIME Semi-Permanent Temporary

How to determine the scope of work. What requires patching and what does not? For Full Depth Asphalt Patching (Permanent Repair) it is recommended that the existing asphalt be cut 1 Outside any alligatored cracking in a square or rectangle, perpendicular to the traffic flow

This can be harder than it seems, as many lots/streets have been left with little to no maintenance during the economic downturn. This lot would require either a total reconstruct or select a partial area based on your budget and select the area that serves you best. Front Door, Main Entry, Main Drive, then repair that full area. These repair areas are what I would plan to cut and remove as shown in red:

Cutting the Asphalt- Sawcut? Jackhammer? Rotomill? Wheel Cut?

Once you establish the area(s), the other main factor is what depth to complete the repairs at. You should plan on the removals being 1 to 2 deeper than your existing asphalt. If you have the original plans for the property/street, the asphalt depths will be shown in the details. If the plans are not available the asphalt can be cored to check the depth of the existing pavement. Core the lot in at least 4-5 random areas to get a good sampling of the depth. There is a fee for this service. Rely on the paving company estimator to provide a standard repair depth for the type of lot and use. Without knowing the depth of the asphalt you run the risk of receiving pricing based on a depth that is not as deep as the existing pavement, which will result in cost overruns to your project. T-Patch the edges?

Why the Extra 1 to 2 Depth? We recommend adding to the structural strength of the repairs for several reasons; The original pavement failed. The extra removal gives the repair crew some onsite sub-base material to rework small subgrade issues with. Repairs are never as structurally sound as the original pavement of the same depth.

Planning-The Key Items to Set Out in Advance and in Writing! 1. The areas to be repaired by either square feet, square yards, or by the ton. Preferably include a map of the work. 2. The depth of the repairs (can vary for different areas)in Finished Depth! Specify lift thickness s and mix type if needed. 3. Details of how the work will be performed; What s included and what is NOT. (i.e. Subexcavation, Scarify and recompact subgrade, Completion dates, Hours of work ) 4. Pricing needs to be based on these specifications.

So a Quality Repair has: Vertical edges by either Sawcutting, Rotomilling or Jackhammer. Excavated to the correct depth: -All the way into the corners. Compacted, firm subgrade. Proper mix design(s) compacted to proper density in appropriate lifts Finished flush or up to ¼ above surrounding asphalt. Work area cleaned up and all spoils hauled away and disposed of.

Asphalt Mix Thickness and Mix Design Use larger aggregate sized mixes for the bottom lift (CDOT S or SG Designs) Top lift requires smaller aggregate mix designs (CDOT S or Sx) Specify lift thickness-one 4 bottom lift has more structural strength than 2-2 lifts of the same design. So you can add strength by designing the depths properly. Use the city or counties quidelines for mix designs as location (weather) matters.

Simple map of a repair and overlay area- Pictures are worth a Thousand words. This tells you a lot more about what will be done than repairs of XX Sq. Yds. and Overlay XXX sq yards.

Different sized jobs require different Equipment

Advantages and Disadvantages of Rotomilling for the Removals Disadvantages- Expense of mobilizing a rotomill, needs a fair tonnage job to pay for bringing in a mill, or needs to be SMALL so that a detail mill can handle the work. Advantages Vertical cut, no sawcutting required. Fast, Efficient Loads debris in truck in most cases. Leaves subgrade cut to grade. Allows for partial depth repairs- not recommended unless for cracking or grade repair (HC spaces, etc)

This is what a properly prepared patch looks like Same depth everywhere Vertical sufaces tacked Subgrade Firm Is there Traffic control?

The bottom lift is finished and ready for the top lift. Paving back the patch in 2 lifts allows for a larger aggregate mix (Sg or S Mix) to be used in the bottom, adding strength, and results in a better finished top lift. The top lift can then be placed with a finer aggregate (Sx ) for a tight finish. FOR SMALL PATCHING- less than 15 tons per patch - Specify one asphalt mix design. Otherwise it requires 2 trucks to hold each mix and the asphalt grows cold in the truck as they move from patch to patch.

So, Who would rather be HERE right about now???

Requires Rotomilling! Common use is for Crack Repair, but rotomilling to partial depth and patching back is much better than tacking and filling a hole. Rotomill 2.5 to 3, clean up millings. Often a geogrid or fabric is required to help retard crack reflection between the existing and the new. Apply tack to bottom and sides of cut, and pave back the top lift Partial Depth Repairs

The Next Generation The following video will show us what may be the next generation of Pothole patching. https://www.youtube.com/watch?v=yuj3ndq4ala

https://www.youtube.com/watch?v=yuj3ndq4ala

I suggest to ONLY Emergency Patch in the Winter! It does not take that much more time to prep a patch properly while you are there. Questions?