Pavement Patching Repair for AC and PCC Pavement Surfaces. Vern Thompson
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1 Pavement Patching Repair for AC and PCC Pavement Surfaces Vern Thompson
2 Overview and Objective New Methods For Pavement Patching-Overview What are they How they are applied
3 New Methods Secti on I. Spray Injection II. Polymer modified asphalt based binder/aggregate mixtures (AC pavement repair) III. Polymer modified resin based binder/aggregate mixtures (PCC pavement repair) IV. Joint Adhesive
4 Section #I Spray Injection
5 Spray Injection THE COMBINATION OF 2 COMMON MATERIALS: CRUSHED AGGREGATE & WATER BASED EMULSION THROUGH A SINGLE PIECE OF SELF-CONTAINED EQUIPMENT.
6 Spray Injection Application: Blow out Debris Apply tack material Fill and compact material
7 Step 1 - Blow High Velocity Air Removes Dirt Loose Pavement Water
8 Blow
9 Step 2 - Tack Emulsion Application Increase Bond to Repair Area
10 Tack
11 Step 2 Fill and Compact Emulsion coats the stone Filling from the bottom up You control the material
12 Fill and Compact
13 Pothole After Before
14 Manhole
15 Medium-High Severity Alligator Cracking
16 Application
17 Benefits of Spray-Injection Year-round use-- with emulsion availability No mechanical compaction required, rolling optional Use local materials Up to 7 tons per hour application Less than one minute to repair pavement for traffic Can be used in cool, damp conditions-- forgiving process to workmanship and environmental conditions
18 Section #II Polymer modified asphalt based binder/aggregate mixtures Patch repair for AC pavements = PolyPatch and Mastic One Application: Hot-applied Pourable Self-adhering Self-leveling
19 Polymer modified asphalt based binder/aggregate mixtures Uses Large thermal (>1.5 wide) cracks/joints Recessed transverse cracks Moderately Fatigued (alligator) areas Wheel ruts Bridge approaches Manhole covers Curb line
20 Wide Thermal Crack
21 PolyPatch/Mastic One Application Thermal Crack
22 Longitudinal Cold Joints - before
23 Longitudinal Cold Joints - after
24 Bridge Approaches
25 Manhole
26 Curb Line
27 Wheel Ruts
28 Wheel Ruts
29 Alligator Cracks - before
30 Alligator Cracks - after
31 Benefits of Polymer modified asphalt based binder/aggregate mixtures Year-round use Review Patch Repair for AC Pavements Cost effective Permanent repair Flexible Prevents moisture penetration Versatile applications Load bearing
32 Section #III Polymer modified resin based binder/aggregate mixtures Patch Repair for PCC Pavements = Application: TechCrete Hot-applied Pourable Self-adhering Self-leveling About one (1) hour setup
33 Polymer modified resin based binder/aggregate mixtures TechCrete Uses Thin Bond Repairs Failure on Slabs on Single & Multi Corners Spall Areas Wide Cracks and/or Joints Manhole & Drainage Areas Bridge Approaches - PCC to AC
34 Polymer modified resin based binder/aggregate mixtures TechCrete Preparation Saw cut borders Chip out old material Blow out debris Dry out moisture with heat lance
35 Before / Need for Repair
36 Preparation
37 Preparation
38 Preparation
39 Polymer modified resin based Installation Prime area binder/aggregate mixtures Hot applied in layers (2 lifts max) Self levelling. Dressed in high PSV(polished stone value) Aggregates.
40 Installation
41 Installation
42 Installation
43 Installation
44 Installation Complete
45 Installation
46 Wide Random Cracks
47
48 Review Benefits of Polymer modified resin based binder/aggregate mixtures Long lasting High tensile strength Spans joints Multi corner slab repairs Flexible Compressive resistant Excellent adhesion Open to traffic in about on hour
49 Section #IV Use Of Joint Adhesive To Reduce Longitudinal Paving Joint Crack Formation And Deterioration
50 Deteriorated Paving Joint -Early in pavement life -Raveling -Accelerating deterioration -Requires maintenance -Shortened pavement life
51
52 -Joint deterioration problem -Joint adhesive technique -Materials -Installation -Performance studies -Usage and acceptance -Costs
53 Low Density Area Cold Lane Low Density Hot Lane Cold Lane
54
55 Low Density Zone -Higher permeability, weaker area -Increased oxidation/raveling -Moisture freeze/thaw spalling -Crack formation, spalling, widening -Early deterioration -Significant problem
56 Joint Adhesive technique -Application of specialized materials to the cold joint surface -Seals and protects the low density area -Adheres and flexiblizes the joint
57
58
59
60 Adhesive Materials -Hot-applied, highly polymer modified asphalts with improved high temperature stiffness, sag resistance, adhesion and low temperature performance
61 Installation -Oil jacketed, hot applied melters -Spray or squeegee apply to entire surface -Approx. 1/8 thick band. -Approx. ½ overlap on top, up to 2 on bottom -Apply ahead of paver -Keep traffic off of, repair any damaged areas -Place and compact adjacent mat
62 Performance studies -NCAT, Longitudinal Joint Construction Techniques For AC Pavements -Michigan, Wisconsin, New Jersey, Colorado, Pennsylvania Research Projects
63 Techniques studied -12/1 wedge -Hot side rolling -3/1 wedge -Cold side rolling -Cutting wheel -Edge resistant -Joint maker -Joint adhesive
64 Colorado 5 years -Joint Adhesive BEST 16% cracking (1/8 1/4 in.) 8.7 rating -Cutting wheel Next best 44% cracking (1/8 ¼ in.) 7.7 rating -Taper, hot side rolling WORST 88% cracking (1/2 1 in.) 2.3 rating
65 Without Joint Adhesive
66 With Joint Adhesive
67 Acceptance for Usage: -Ohio Turnpike -Michigan -New Jersey -Minnesota -Indiana -Warranty Projects
68 Benefits of Longitudinal Joint Adhesive -Significantly improved joint life -Improved pavement life -Delays future maintenance and related traffic delays and safety issues -Proven, consistent process
69 Summary -Paving joints deteriorate due to degradation of the low density wedge -Joint Adhesive seals, adheres, and flexibilizes the joint area -Improves joint performance, best technique -Delays future maintenance -Proven, dependable, available process
70 Summary-New Patch Methods I. Spray Injection II. Polymer modified asphalt based binder/aggregate mixtures for AC pavements (PolyPatch/Mastic One) III. Polymer modified concrete based binder/aggregate mixtures for PCC pavements (TechCrete) IV. Longitudinal paving joint control
71 Questions?
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