Title: From Maintenance Technical
1Chapter 4Joint Resealing and Crack Sealing
- From Maintenance Technical
- Advisory Guide (MTAG)
2Learning Objectives
- List the benefits of joint resealing and crack
sealing - List the desirable sealant properties and
characteristics - Describe recommended installation procedures
- List important quality control activities
- Describe potential construction and performance
problems - Identify troubleshooting solutions
3Presentation Outline
- Introduction
- Material selection and reservoir design
- Construction
- Quality control
- Troubleshooting
4Introduction
Placement of an approved sealant material in an
existing joint or crack to reduce moisture
infiltration and prevent intrusion of
incompressibles
5PCC Pavement DeteriorationInfluence of Moisture
Infiltration
Cracks/Joints Moisture Infiltration
Loss of Fines (Pumping)
Corner Breaks
Transverse Joint Faulting
6PCC Pavement DeteriorationInfluence of Moisture
Infiltration
Deteriorated Cracks
- Cracks
-
- Moisture Infiltration
7PCC Pavement DeteriorationInfluence of
Incompressibles
Cracks/Joints Incompressible Material
Joint Spalling
Blow-Ups
8PCC Joint ResealingCurrent Practice
- Debate to seal or not to seal
- Some believe the benefits do not offset the costs
- Most states seal transverse joints
- Recommendation continue to reseal joints if they
were originally sealed!
9Guidelines for Resealing Joints
- Sealant no longer functional
- Pavement not severely deteriorated
- Performed with other CPR activities
- Moderate installation temperatures
- Proper material selection and joint preparation
is essential
10Guidelines for Sealing Cracks
- Seal working transverse cracks
- Can seal cracks 13 mm (0.5 in) wide
- Use special crack-sawing blades
- Same general joint resealing procedures apply to
crack sealing
11Design, Materials Specifications
Module 4-1
- From Maintenance Technical
- Advisory Guide (MTAG)
12Material Selection
- Sealant
- Thermoplastic materials
- Thermosetting materials
- Backer rod
13Sealant MaterialThermoplastic Materials
- Rubberized asphalt
- Low modulus rubberized asphalt
- PVC coal tar
14Sealant MaterialThermosetting Materials
- Polysulfide
- Polyurethane
- Silicone (non-sag)
- Silicone (self-leveling)
15Sealant MaterialDesirable Sealant Properties
16Sealant Material Performance
- Varies greatly with material type
- Quality of installation procedures
- Design factors affecting performance
- Joint movement
- Sealant properties
- Shape factor
17Material Selection Factors
- Climate conditions
- Traffic level and percent trucks
- Crack extent and severity
- Contractor experience
- Safety concerns
- Material availability and cost
18Joint Reservoir DesignCommon Configurations
19Joint Reservoir Design
3.2 to 6.4 mm (0.125 to 0.25 in) recess
Sealant
Width
Thickness
(W)
(T)
Sealant
20Joint Reservoir DesignRecommended Shape Factors
21Sealant and Related Specs
http//www.dot.ca.gov/hq/esc/oe/specifications/SSP
s/2006-SSPs/
22Typical Item Codes
http//i80.dot.ca.gov/hq/esc/oe/awards/item_code
23Construction and Inspection
Module 4-2
- From Maintenance Technical
- Advisory Guide (MTAG)
24Construction Joint Resealing
25Construction Joint ResealingProcedure
- Sealant removal
- Joint refacing
- Joint cleaning
- Backer rod installation
- New sealant installation
26Construction Joint ResealingSealant Removal
with Joint Plow
27Construction Joint ResealingJoint Refacing
28Construction Joint ResealingRefacing Blades
29Construction Joint ResealingSandblasting
30Construction Joint ResealingWaterblasting
31Construction Joint ResealingCompressed Air
32Construction Joint ResealingBacker Rod
33Construction Joint ResealingBacker Rod
Installation
34Construction Joint ResealingInstalled Backer Rod
35Construction Joint ResealingThermoplastic
Sealant Installation
36Construction Joint ResealingSilicone Sealant
Installation
37Construction Joint Resealing Longitudinal
PCC/PCC Joints
- Tied non-working joint
- Hot-poured thermoplastic materials
- Reservoir not always formed
38Construction Joint Resealing Longitudinal
PCC/PCC Joints
39Construction Joint Resealing Longitudinal
PCC/HMA Joints
- 25-mm (1-in) width (min.) and depth
- No backer rod required
- Hot-pour and silicone sealants
40Construction Joint Resealing Longitudinal
PCC/HMA Joints
41Construction Joint Resealing Longitudinal
Sawcutting
42Construction Joint Resealing Sawed Longitudinal
Joint Reservoir
43Construction Joint Resealing Installation of
Sealant
44Construction Joint Resealing Sealed PCC/HMA
Longitudinal Joint
45Construction Crack Sealing
46Construction Crack Sealing Procedure
- Crack sawing
- Cleaning
- Backer rod Installation
- Sealant installation
47Construction Crack Sealing Crack Sawing
48Construction Crack SealingCompleted Crack Seal
49Presentation Outline
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- Introduction
- Material selection and reservoir design
- Construction
- Quality control
- Troubleshooting
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50Quality Control
- Sealant preparation
- Surface preparation
- Placement conditions
- Method of application
- Curing
- Opening to traffic
51Quality ControlClass Exercise
- Break into three groups
- Pre-Seal considerations
- Equipment considerations
- Project inspection considerations
- Rate QC items as Required, Desired, or Not
Necessary - Use Reference Manual, checklist, and your
experience
52Project Checklist
- Preliminary Responsibilities
- Project review
- Document review
- Materials Checks
- Sealant
- Primer
- Backer rod
- General
53Project Checklist
- Equipment Inspections
- Hot-applied sealant melters
- Cold-applied sealant pumps
- Joint leaning equipment
- Other equipment
- Others
- Weather requirements
- Traffic control
54Project Checklist
- Project Inspection Responsibilities
- Joint preparation
- Backer material installation
- Hot-applied sealant installation
- Cold-applied sealant installation
- Preformed sealant installation
- Opening the pavement to traffic
- Cleanup Responsibilities
55Presentation Outline
?
- Introduction
- Material selection and reservoir design
- Construction
- Quality control
- Troubleshooting
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56Troubleshooting
- Construction quality and performance problems
- Approach
57TroubleshootingWhat is wrong here?
Too Much Applied Sealant
58TroubleshootingWhat is wrong here?
Dirt on Refaced Surfaces
59TroubleshootingPossible Construction Problems
Bubbles in hot applied sealant material
60TroubleshootingPossible Construction Problems
Irregularities in surface of tooled sealant
61TroubleshootingPossible Construction Problems
Tracking of material
62TroubleshootingPossible Construction Problems
Punctured or stretched backer rod
- Potential impact on performance?
63TroubleshootingPossible Construction Problems
Burrs along sawed edge
- Potential impact on performance?
64Troubleshooting Guide Causes and Solutions
- Dust, dirt, or contamination on refaced joint or
crack surfaces. - Bubbles in hot-applied sealant material.
- Punctured or stretched backer rod.
- Raveling, spalling, or other irregularities of
the joint walls prior to sealant application. - Difficulty in installing sealant material.
- Tracking of material (i.e., the transfer of
sealant material onto unwanted areas of the
surface area via shoes, tires, and so on). - Bumps or irregularities in surface of tooled
sealant application.
65Presentation Outline
?
- Introduction
- Material selection and reservoir design
- Construction
- Quality control
- Troubleshooting
?
?
?
?
66Review Learning Objectives
- List the benefits of joint resealing and crack
sealing - List the desirable sealant properties and
characteristics - Describe recommended installation procedures
- List important quality control activities
- Describe potential construction and performance
problems - Identify troubleshooting solutions