NCHRP 40-13 Recycling and Reclamation of Asphalt Pavements Using In-Place Methods 2/4/2010 Kansas 1
Key Issues Extent of annual program Project selection criteria Materials ◦ Liquids and stabilizers ◦ Design methods ◦ Processing methods and equipment ◦ QA/QC ◦ Wearing course Barriers Environmental benefits 2/4/2010 Kansas 2
In-Place Methods Considered Hot In-Place (HIR) Cold In-Place (CIR) Full Depth Reclamation (FDR) Why one instead of the other? Case studies Gaps in knowledge and research Structural coefficients? 2/4/2010 Kansas 3
This Presentation Extent of Annual Program Project Selection Criteria Wear Courses Specifications 2/4/2010 Kansas 4
Years of Experience 100 State Agency Contractor 75 Responses, % FDR HIR CIR 50 25 0 Years 2/4/2010 Kansas 5
Annual Lane Miles 100 State Agency Contractor 75 Responses, % CIR HIR FDR 50 25 0 Lane Miles 2/4/2010 Kansas 6
Project Selection Criteria Survey Results Traffic level Roadway Geometry Climate Region 2/4/2010 Kansas 7
Traffic Levels for Recycling Method HIR 100 State Agency Contractor 75 Responses, % 50 25 0 <5K 5K-10K 10K-20K 20K-30K > 30K AADT 2/4/2010 Kansas 8
Traffic Levels for Recycling Method CIR 100 State Agency Contractor 75 Responses, % 50 25 0 <5K 5K-10K 10K-20K 20K-30K > 30K AADT 2/4/2010 Kansas 9
Traffic Levels for Recycling Method FDR 100 State Agency Contractor 75 Responses, % 50 25 0 <5K 5K-10K 10K-20K 20K-30K > 30K AADT 2/4/2010 Kansas 10
Geometry HIR 100 State Agency Contractor 75 Responses, % 50 25 0 2/4/2010 Kansas 11
Geometry CIR 100 State Agency Contractor 75 Responses, % 50 25 0 2/4/2010 Kansas 12
Geometry FDR 100 State Agency Contractor 75 Responses, % 50 25 0 2/4/2010 Kansas 13
Climate HIR 100 State Agency Contractor Responses, % 75 50 25 0 2/4/2010 Kansas 14
Climate CIR 100 State Agency Contractor 75 Responses, % 54 50 50 41 40 40 38 27 25 14 0 0 0 2/4/2010 Kansas 15
Climate FDR 100 75 Responses, % 50 25 0 2/4/2010 Kansas 16
Wear Courses 2/4/2010 Kansas 17
Surface HIR 100 State Agency Contractor Responses, % 75 50 25 0 2/4/2010 Kansas 18
Surface CIR 100 State Agency Contractor Responses, % 75 50 25 0 2/4/2010 Kansas 19
Surface FDR 100 State Agency Contractor Responses, % 75 50 25 0 2/4/2010 Kansas 20
Specifications 2/4/2010 Kansas 21
Specifications HIR 100 State Agency Contractor Responses, % 75 50 25 0 2/4/2010 Kansas 22
Specifications CIR 100 State Agency Contractor 75 Responses, % 50 25 0 2/4/2010 Kansas 23
Specifications FDR 100 State Agency Contractor Responses, % 75 50 25 0 2/4/2010 Kansas 24
Preliminary Observations Experience ◦ CIR and FDR increasingly used ◦ Contractors have more experience with CIR, FDR than agencies Annual lane miles ◦ Agencies < 50 lane miles per year per type ◦ Contractors > 50 lane miles for CIR and FDR 2/4/2010 Kansas 25
Preliminary Observations Project Selection ◦ Traffic Contractors more likely to use CIR and FDR on higher AADT ◦ Climate Cold/wet or hot/wet climates Needs further consideration for HIR and CIR FDR OK ◦ Geometry Minor lane widening, tight turns Mountainous terrain with grades CIR, FDR 2/4/2010 Kansas 26
Preliminary Observations Wear Courses ◦ Overlays preferred by agencies/contractors for HIR, CIR, FDR ◦ Contractors more likely to use other options for CIR and FDR Fog and chip seal for FDR Specifications ◦ Agencies mostly method specs ◦ Contractors wider range of experience 2/4/2010 Kansas 27
Questions ?????? 2/4/2010 Kansas 28
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