PAVEMENT MAINTENANCE II Part 1b: Chip Seal Construction Idaho Roads Scholar Program.

Slides:



Advertisements
Similar presentations
DAY ONE - STEP ONE - Preparation Pure Crete is added to a water truck with a spray bar located at the rear of the truck at a ratio of one gallon to 2000.
Advertisements

ARC313 Building Code II. Review What is the minimum bearing pressure allowed for soils to support foundations? 75 kPa How can you tell by looking at the.
2014 Chip Seal Training Contract Administration Issues.
From… Maintenance Technical Advisory Guide (MTAG) Chapter 7 Fog and Rejuvenating Seals.
Ms Ikmalzatul Abdullah BITUMINOUS MATERIALS. Definitions: Binder: A material used to hold solid particles together, i.e. bitumen or tar. Bitumen: A heavy.
Comal County Chip Sealing June 26, 2007.
2014 Chip Seal Training ODOT Specifications
South African Seal Design & Practice Trevor Distin.
REVIEW FOR FINAL CONSTRUCTION MATERIALS: WOOD CONCRETE BITUMENS (ASPHALTS) MASONRY WHAT YOU NEED TO KNOW ?? QUALITY CONTROL ASTM SPECIFICATION MANUFACTURING.
Module 4-2 : Joint Sealing
 Ditching  Crack Seal  Dig-outs  Blade Patching  Shoulders  Chipseal  Fog seal  Striping.
Pavements. Concrete –Rigid pavement Used where strength is an issue Runways, interstates and major roads –Continuous reinforcing Must have a good base.
Chipseal Construction Section 37.2 Seal Coats.  Proper surface preparation  Use of right asphalt binder, asphaltic/polymer modified emulsion and clean.
Chapter 6 Chip Seals From… Maintenance Technical Advisory Guide (MTAG)
Test Result Relationships
Lecture 2 Design of Concrete Mixes and Properties of Fresh Concrete Dr Magnus Currie ENG-1010: Reinforced Concrete Design.
Curing and Protection of Concrete
Asphalt Materials.
Properties of Asphalt Important properties of asphalt include: Adhesion Consistency Specific Gravity Durability Rate of curing Ductility Aging and.
Emulsions 101 Sponsored by: Minnesota LTAP Center Presented by: Michael Marti, P.E. SRF Consulting Group, Inc. Dan Wegman, P.E. SemMaterials.
Chemical Stabilization of Subgrades Section Engineers ’ Meeting Lake Cumberland State Resort Park March 5-7, 2013.
TOPIC OF THE DAY Flexible Pavement Distresses/Failure Of Structure.
HIGHWAY ENGINEERING AND TRAFFIC ENGINEERING CENG 95.
District 8-0 Winter Schools /23/2012.
Bases, Subbases, & Low Cost Surfaces
NEW MEXICO-CHIHUAHUA RURAL TASK FORCE Technical Workshop: Dust Control for Improved Particulate Matter Air Quality in Columbus-Palomas December 2, 2008.
Fog Seals, Sand Seals, Scrub Seals, and Rejuvenators.
Pavement Maintenance II Part 1a: SurfaceTreatments Idaho Roads Scholar Program.
Surface Rehabilitation Treatments
MAINTENANCE PART 2. Inlet free of obstructions Inlet free of obstructions Adequate scour protection provided.
MICHIGAN RIDES ON US 2015 Local Roads Workshop Gaylord March 12, 2015.
Learning Objectives Relevance of fresh concrete properties
Mix Design Review.
Chapter 5 Patching and Edge Repair
Street and Local Roads Inspection and Acceptance of Alternative Pavements.
Placing Quality Concrete
Pavement Maintenance II
Eng. Malek Abuwarda Lecture 11 P1P1 Construction Methods Lecture 11 Compaction Equipment and Procedures.
Asphalt Rubber Seal Coats. How many cracks can you fill in one day?
Overview of the New Hot Mix Specifications Dale A. Rand, P.E. TxDOT Construction Division Flexible Pavements Branch TRB AFK10 Committee Meeting April 20-21,
Compaction and Stabilization Equipment
PAVEMENT MAINTENANCE 1 Part 3: Potholes and Cracks Idaho Roads Scholar Program.
Seal Coating What was the cause of the failure? Sponsored by: Minnesota LTAP Center Presented by: Michael Marti, P.E. SRF Consulting Group, Inc. Dan Wegman,
Micro-surfacing SRF Consulting Group, Inc. SemMaterials
Problems observed and Faced in film coating.
Estimation of the heat evolution during the hydration of concrete, mix design of hot concrete, drying and coating of concrete structures Exercise 6.
Plastic Shrinkage Cracking How to make sure it happens!
Paving & Surfacing Module #6 Prepared by Dr. Randy R. Rapp July 2005.
Bases, Subbases, & Low Cost Surfaces Dr. TALEB M. AL-ROUSAN.
Liquid Soil Stabilizer & Road Compactor BASE2000 D. C. A. GEOTECHNIC. ENGINEERS TOP2000 Liquid Surface Sealer & Dust Control Base Marketing International.
Surface Treatments #2.
Chip Seal Design Chapter 2. North America (ranked by prevalence) Empirical / Past Experience No Design Method Own Method McLeod (1960’s) - Asphalt Institute.
Aggregates for Chip and Seal Pavement Andrew Gauck Harrison Sand and Gravel Co.
Materials Selection Chapter 3. Seal existing pavementSeal existing pavement ̶ More binder the longer the seal will protect underlying HMA Bond to aggregateBond.
3rd International Road Surface Friction Conference
Extending Performance with Proper Asphalt Compaction
Marshall & Superpave Mix Design
Deschutes county road department otta seal gravel road conversion pilot project December 7, 2016 oaces chip seal workshop.
VDOT’S PREVENTIVE MAINTENANCE TECHNIQUES & EXPECTATIONS
COMPACTION BY EQUIPMENTS
HIGHWAY MAINTENANCE Failures in flexible pavement.
Dedicated to Quality Partners In Quality
QC Document Update Todd Shields, INDOT.
PAVEMENTS CEE 320 Steve Muench.
Introduction to Pavement Design
Chip Seal Quality Assurance Guide
JACKSON COUNTY Chip Seal Program
Surface Treatments #2.
UTILIZING GRINDINGS ON RURAL ROADS:
Materials and Tests Engineer
Presentation transcript:

PAVEMENT MAINTENANCE II Part 1b: Chip Seal Construction Idaho Roads Scholar Program

Objectives n Review how to set up a good chip seal, n Investigate equipment operation, and field checks, n Identify common problems and possible solutions.

Field Checks n Weather/Surface Condition n Traffic Control n Aggregate n Asphalt n Asphalt and Chip Distributor n Rollers n Sweeping

Weather/Surface Condition n Dry or Damp Surface n Temperature n Rain/Humidity n Wind

Surface Temperature

Proper Traffic Control is Essential!

Aggregate Requirements for Successful Seal Coat n Must be clean. u Less then 1% passing #200 sieve. n Cubical chips are better then flat chips. n Must be crushed. u At least 2 crushed faces. n More single sized the better.

Dirty Chips n > 1% passing the #200 sieve u Impedes the ability of binder to bond chip to roadway. u Limits amount of binder that can be applied. u Creates dust after sweeping.

Aggregate Condition n Emulsions => Damp Surface n Asphalt Cement => Dry Surface

n Can only glue down a single layer of chips. n Must have chips at least 60 to 70% embedded to withstand traffic and snow plow damage. n Should see emulsion at top of chips before emulsion breaks. Chip Considerations

Which are the better chips?

Distributors

Asphalt Distributor Components n Nozzles n Spray Bar Height n Application Rate n Product Temperature

Nozzle Angle

Spray Bar Height

Triple Coverage

Test Shot n Apply Asphalt Product for Known Distance & Width n Calculate Amount of Applied Asphalt Product n Calculate Spread Rate

Product Temperature n Typically 140 to 185 o F n Check At Distributor

Common Emulsion: CRS-2P n Develops strength in hours that normally take days. n Sweep same day. n Requires clean chips. n Must place chips within one minute of placement of binder. n Eliminates bleeding u Higher softening point

Sample Asphalt Product n Sample Location u Truck or Trailer u Nozzle n Sample Container u 1 Gallon Plastic w/Lined Screw Cap,Wide Mouth

Chip Spreaders

Chip Spreader Issues n Correct Application Rate n Uniform Application Rate

Test Shot to Insure Correct Application Rate n Apply aggregate for known distance and width n Calculate Amount of Aggregate n Calculate Spread Rate

Check Rollers n Type n Weight n Speed

Rolling

Best Pneumatic-Tire Roller

Buns Up: Check Embedment

Factors Affecting Breaking and Curing n Weather Conditions: temperature, humidity, wind n Water Absorption n Aggregate moisture content: although wet aggregate may facilitate coating, it tends to slow the curing process n Mechanical forces: roller pressure forces water from mix n Surface area: excessive fines or dirty aggregate accelerate breaking n Surface chemistry

Broom

Safety n Approved Vests n Communication n Eye Contact

Typical Problems n Streaked Appearance n Bleeding/Flushing n Loss of Cover Aggregate n Bad Centerline Joint n Utilities/New Patches n Tight Alignment or Steep Grades n Heavy Tree Canopy n Fall Weather

Common Chip Seal Problems

Rules of Thumb for Seal Coat s Make sure pavement is clean Use high quality materials Proper application rate for binder Proper application rate for aggregates. Extra aggregates only cause failure. Keep distance between the distributor and the chipper to minimum. Aggregate must be placed before emulsion starts to break.

Rules of Thumb for Seal Coat s, cont. n Minimum of three rollers. Keep speed under 5 mph. Compaction must be completed before emulsion is broken. n Final sweeping of roadway as soon as possible. No later then the next morning. n Remember that Details count.

Questions? Chip Seals