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Transcript of Chapter 6 Dowel Bar Retrofit - California Department of ... · PDF filePresentation Outline...
![Page 1: Chapter 6 Dowel Bar Retrofit - California Department of ... · PDF filePresentation Outline Introduction Material selection Construction Quality control Troubleshooting Chapter 6 –](https://reader031.fdocuments.in/reader031/viewer/2022022504/5ab40d807f8b9adc638bc1d4/html5/thumbnails/1.jpg)
Chapter 6Dowel Bar Retrofit
From… Maintenance TechnicalAdvisory Guide (MTAG)
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Load Transfer RestorationThrough Dowel Bar RetrofitLoad Transfer RestorationThrough Dowel Bar Retrofit
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Learning Objectives
1. List benefits of load transfer restoration2. Describe recommended materials and
mixtures3. Describe recommended construction
procedures4. List important quality control activities5. Describe potential construction and
performance problems6. Identify associated solutions
Chapter 6 – Dowel Bar Retrofit
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Presentation Outline
IntroductionMaterial selectionConstructionQuality controlTroubleshooting
Chapter 6 – Dowel Bar Retrofit 3-5.4
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Load Transfer
Mechanism of transferring wheel loads across a joint or crackAccomplished through:• Mechanical devices (dowel bars)• Aggregate interlock• Foundation support
Load transfer efficiency (LTE)
Definition
Chapter 6 – Dowel Bar Retrofit
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Load Transfer (continued)
Wheel Load
Slab 2Slab 1
0% Load Transfer
Direction of Traffic
Direction of Traffic
Wheel Load
Slab 2Slab 1
100% Load Transfer
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Causes of Poor Load Transfer
Absence of load transfer devicesFailed load transfer deviceExcessive crack/joint openingPoor pavement drainageEroded base
Chapter 6 – Dowel Bar Retrofit
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Results of Poor Load TransferPumping
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Results of Poor Load TransferTransverse Joint Faulting
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Results of Poor Load TransferCorner Breaks
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Results of Poor Load TransferDeteriorated Mid-Panel Cracking
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Load Transfer Restoration
DefinitionInstallation of mechanical devices in an existing pavement to restore load transferSuitable for transverse joints or cracks
Chapter 6 – Dowel Bar Retrofit
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2.5 in min.6 in max.Retrofitted
Dowel Bar Temporary joint insert for sealant
reservoir
End view
Dowel bar cap(at least one side) 0.25 in expansion
As required
Full depth joint forming medium & dowel support
Side view
18 in + 0.2 in
TT/2
*18 in max. 1.5 in
3-5.13
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Load Transfer RestorationBenefits
Reduced probability of pumping, faulting, and corner breaksImproved long-term rideabilityIncreased service life
Chapter 6 – Dowel Bar Retrofit
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Good Candidate Projects
Relatively good condition but with:• Poor load transfer• Faulting between 0.125 and 0.5 in• <10% slabs with multiple cracks
Medium to heavy truck traffic
Chapter 6 – Dowel Bar Retrofit
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Examplel Item CodesItem Code Description
074017 Prepare water pollution control program074019 Prepare storm water pollution prevention plan074020 Water pollution control074042 Temporary concrete washout (portable)120090 Construction area signs120100 Traffic control system128650 Portable changeable message sign406100 Dowel bar retrofit413111 Repair spalled joints414101 Seal transverse joint420201 Grind existing concrete pavement
http://i80.dot.ca.gov/hq/esc/oe/awards/#item_code
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Module 6-1
Design, Materials & Specifications
From… Maintenance TechnicalAdvisory Guide (MTAG)
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3-5.18
IntroductionMaterial selectionConstructionQuality controlTroubleshooting
Presentation Outline
Chapter 6 – Dowel Bar Retrofit
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Material Selection
Load transfer devices• Retrofitted dowel bars • Other devices not recommended
Repair (filler) materials• Portland cement concrete (PCC)• Rapid strength materials• Polymer concretes• Epoxy-resin adhesives
Chapter 6 – Dowel Bar Retrofit
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Load-Transfer DevicesDowel Bars
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Dowel Design and LayoutExisting longitudinal joint Existing longitudinal joint
18 in
12 ft
18 in
18 in
3 dowels @12 in centers
Truck Lane
18 in
4 dowels @12 in centers
Truck Lane
1.5-india. dowels
Existing Shoulder Existing Shoulder
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Repair Material Requirements
Little or no shrinkageGood ultimate strengthThermal compatibilityFreeze-thaw durabilityGood bond to existing concreteNon shrink
Chapter 6 – Dowel Bar Retrofit
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Selecting Repair Materials
Partial-depth repair materials work wellRequired time until opening to trafficLaboratory testing
Chapter 6 – Dowel Bar Retrofit
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Module 6-2
Construction and Inspection
From… Maintenance TechnicalAdvisory Guide (MTAG)
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3-5.25
IntroductionMaterial selectionConstructionQuality controlTroubleshooting
Presentation Outline
Chapter 6 – Dowel Bar Retrofit
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Construction
1. Slot construction2. Slot preparation3. Dowel bar placement4. Repair material placement5. Material consolidation and finishing
Chapter 6 – Dowel Bar Retrofit
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Slot Construction
Parallel to longitudinal jointsDiamond saw cutters vs. modified milling machinesSlot dimensions• Length: 3 ft on surface• Width: 2.5 and 4 in• Depth: 0.5 in below dowel (mid-panel depth +
half diameter of dowel + 0.5 inch)
Chapter 6 – Dowel Bar Retrofit
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Slot ConstructionSlot Cutting Machine
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Slot ConstructionClose-Up of SawbladesSlot ConstructionClose-Up of Sawblades
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Slot ConstructionSlot Cutting with Milling Machine
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Slot ConstructionMilled SlotsSlot ConstructionMilled Slots
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Slot PreparationMaterial Removal
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Slot PreparationMaterial Removal
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Slot PreparationMaterial Removal
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Slot PreparationSandblasting Slots
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Slot PreparationCleaning Slots after Sandblasting
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Slot PreparationCaulking of the Joint or Crack
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Dowel Bar Placement
Apply bondbreaker to dowelsAttach expansion capsPlace dowel on chair at slab mid-depthFiller board placed at mid-point of dowel bar to maintain jointProper alignment is critical
Chapter 6 – Dowel Bar Retrofit
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Dowel Bar Placement
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Dowel Bar Placement
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Repair Material Placement
Mix material in small quantitiesGenerally 3/8 in top size aggregateTotally encase dowel barConsolidate with small 1 in pencil vibratorApply curing compound
Chapter 6 – Dowel Bar Retrofit
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Repair Material PlacementBackfilling
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Repair Material PlacementConsolidation and Finishing
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Diamond Grinding after LTR
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Retrofitted Dowel Project
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Retrofitted Dowels at Cracks
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3-5.47
IntroductionMaterial selectionConstructionQuality controlTroubleshooting
Presentation Outline
Chapter 6 – Dowel Bar Retrofit
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Quality Control
Preliminary responsibilitiesInspection of equipmentWeather requirementsTraffic controlConstruction inspection
Chapter 6 – Dowel Bar Retrofit
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3-5.49
IntroductionMaterial selectionConstructionQuality controlTroubleshooting
Presentation Outline
Chapter 6 – Dowel Bar Retrofit
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Project Checklist
Preliminary Responsibilities • Project Review • Document Review
Materials Checks • Cementing grout • Dowel bars • Joint/crack materials • Other materials • General
Chapter 6 – Dowel Bar Retrofit
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Project Checklist
Equipment Inspections • Slot Cutting Equipment • Slot Cleaning and Preparation • Mixing and Testing Equipment• Other Equipment
Others • Weather Requirements • Traffic Control
Chapter 6 – Dowel Bar Retrofit
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Project Checklist
Project Inspection Responsibilities • Slot Cutting and Removal • Slot Cleaning and Preparation • Placement of Dowel Bars • Mixing, Placing, Finishing,• and Curing Backfill Material • Cleanup • Diamond Grinding • Resealing Joints and Cracks
Chapter 6 – Dowel Bar Retrofit
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Troubleshooting
Construction and performance problemsApproach:
IdentifyProblem
DetermineCause
IdentifySolution
Chapter 6 – Dowel Bar Retrofit
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TroubleshootingWhat is wrong here?
Misaligned joint forming materialMisaligned joint forming material
Chapter 6 – Dowel Bar Retrofit
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TroubleshootingConstruction Problems
Sawcuts are not cut parallel to the longitudinal joints
Solution?
Problem
Chapter 6 – Dowel Bar Retrofit
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TroubleshootingConstruction Problems
Dowel bar slots are cut too shallow
Solution?
Problem
Chapter 6 – Dowel Bar Retrofit
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TroubleshootingConstruction Problems
Dowel bar slots are cut too deep
Solution?
Problem
Chapter 6 – Dowel Bar Retrofit
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TroubleshootingConstruction Problems
Concrete fin is not easily removed
Solution?
Problem
Chapter 6 – Dowel Bar Retrofit
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TroubleshootingConstruction Problems
Jackhammer punching through slot
Solution?
Problem
Chapter 6 – Dowel Bar Retrofit
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TroubleshootingPerformance Problems
Cracking of in-place patch material
Causes?
Problem
Chapter 6 – Dowel Bar Retrofit
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TroubleshootingPerformance Problems
Patch material pops out
Causes?
Problem
Chapter 6 – Dowel Bar Retrofit
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TroubleshootingPerformance Problems
Wearing off of patch material
Causes?
Problem
Chapter 6 – Dowel Bar Retrofit
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Troubleshooting Guide – Causes and Solutions
Slots are not parallel to pavement edge or longitudinal joint Dowel bar slots are too shallow Dowel bar slots are too deep Concrete fin not easily removed Jackhammer punches through bottom of slot Epoxy coating on dowel bar is chipped or missing
Chapter 6 – Dowel Bar Retrofit
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Troubleshooting Guide – Causes and Solutions
Joint/crack sealant does not fully seal joint/crack along entire length expose in slot Joint/crack sealant extends more than 0.5 in. into slot Backfill material cracks in place Backfill material pops out of slot Backfill material wears faster than adjacent pavement
Chapter 6 – Dowel Bar Retrofit
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3-5.65
IntroductionMaterial selectionConstructionQuality controlTroubleshooting
Presentation Outline
Chapter 6 – Dowel Bar Retrofit
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Learning Objectives
1. List benefits of load transfer restoration2. Describe recommended materials and
mixtures3. Describe recommended construction
procedures4. List important quality control activities5. Describe potential construction and
performance problems6. Identify associated solutions
Chapter 6 – Dowel Bar Retrofit
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Thank You
Questions?
Chapter 6 – Dowel Bar Retrofit