Report on Modified Binder Meeting - superpave.psu.edu
Transcript of Report on Modified Binder Meeting - superpave.psu.edu
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Report on Modified Binder Meeting
NEAUPG Annual MeetingPortsmouth, NH
10-20-04
Report on Modified Binder Meeting
NEAUPG Annual MeetingPortsmouth, NH
10-20-04
James MahoneyConnecticut Advanced Pavement Lab (CAP Lab)
Connecticut Transportation InstituteUniversity of Connecticut
James MahoneyConnecticut Advanced Pavement Lab (CAP Lab)
Connecticut Transportation InstituteUniversity of Connecticut
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Meeting was Sponsored by:Meeting was Sponsored by:
NEAUPGAssociation of Modified Asphalt ProducersConnecticut Department of TransportationCAP Lab
NEAUPGAssociation of Modified Asphalt ProducersConnecticut Department of TransportationCAP Lab
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BackgroundBackground
As a region, the Northeast has been very slow to adopt the use of modified asphaltsHigh quality neat asphalts generally meeting the climatic requirements are available in the NortheastSpecific projects may benefit from the use of modified asphalts in the region
As a region, the Northeast has been very slow to adopt the use of modified asphaltsHigh quality neat asphalts generally meeting the climatic requirements are available in the NortheastSpecific projects may benefit from the use of modified asphalts in the region
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March 2004 NEAUPG Steering Committee Meeting
March 2004 NEAUPG Steering Committee Meeting
Modified asphalts became major focus of discussion
Many States expressed an interest in using modified asphalts but have some reservations
During the discussion, the need for increased knowledge of asphalt modification was realizedThe CAP Lab was charged with organizing this informational meeting
Modified asphalts became major focus of discussion
Many States expressed an interest in using modified asphalts but have some reservations
During the discussion, the need for increased knowledge of asphalt modification was realizedThe CAP Lab was charged with organizing this informational meeting
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Meeting ObjectivesMeeting Objectives
Provide general understanding of asphalt modification Encourage discussions between Suppliers and Transportation Agencies regarding modified asphalts
Provide general understanding of asphalt modification Encourage discussions between Suppliers and Transportation Agencies regarding modified asphalts
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Modified Asphalt MeetingModified Asphalt Meeting
Held July 15, 2004Conducted at the Connecticut DOT Research and Materials Facility
Held July 15, 2004Conducted at the Connecticut DOT Research and Materials Facility
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Modified Asphalt MeetingModified Asphalt Meeting
Presentations were made by:Laurand LewandowskiJohn CasolaRon CorunKarissa Mooney
Presentations were made by:Laurand LewandowskiJohn CasolaRon CorunKarissa Mooney
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ParticipantsParticipants
44 Attendees9 States were represented8 Modified Asphalt SuppliersThe Asphalt Institute and FHWA were also represented
44 Attendees9 States were represented8 Modified Asphalt SuppliersThe Asphalt Institute and FHWA were also represented
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Modified Asphalt MeetingModified Asphalt Meeting
Meeting was also available via a simultaneous live web-cast
Web-cast part of a Connecticut DOT research project: Feasibility of Streaming Media for Transportation Research and Implementation
14 people connected to view the web-castWeb-cast viewers were able to send questions via email
Meeting was also available via a simultaneous live web-cast
Web-cast part of a Connecticut DOT research project: Feasibility of Streaming Media for Transportation Research and Implementation
14 people connected to view the web-castWeb-cast viewers were able to send questions via email
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Modified Asphalt MeetingModified Asphalt Meeting
The web-cast was also recordedCan be viewed by anyone at the following address:
http://www.ct.gov/dot/AMAPWorks on both PC and Mac
Must have the most recent version of Windows Media Player installed
The web-cast was also recordedCan be viewed by anyone at the following address:
http://www.ct.gov/dot/AMAPWorks on both PC and Mac
Must have the most recent version of Windows Media Player installed
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Coordination of Pavement Activities in the Northeast
A Proposal for Continuation TPF-5(062)
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Objectives:
Develop and Implement region-wide asphalt binder databaseProvide data analysis to compare AASHTO MP1A to M320Provide Focused Laboratory VisitsImprove Communication
– Develop internet communication tool– Conduct Asphalt Roundtable Discussions
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Proposed Work Plan: Task One
Management of Asphalt Binder Database
Develop Internet client-server databasePreliminary investigation underway
Makes updates to database transparentWould speed transmission of results between users and producersWould only require Internet browser softwareData would be secured using passwords
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Proposed Work Plan: Task Two
Direct Tension Data AnalysisEvaluation intended to provide guidance for requirement of direct tension testingData collection for this task is underway - Sept. 2004CT, ME, NH and NY DOTs are participating by requiring testing as part of their QC PlansCurrently using a version of the database developed by NECEPT for data collectionAfter analysis data will be sent to FHWA to be incorporated into their database
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Proposed Work Plan: Task Three
Focused Laboratory Visits
Each participating state’s central laboratory will be included in the visit schedule. The focus area will be chosen by the advisory committee. All results will be blinded to ensure that laboratory results remain confidential A pre-survey will be done within all participating states to focus the visit topic.
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Proposed Work Plan: Task Four
Asphalt Roundtable Discussions
Two sets of roundtable discussions will be conducted. The first for technicians, the second for engineers. Each roundtable will be a full day. Information gathered during the technician roundtables will be included as discussion material for the engineering roundtables. The roundtables will be held at two centralized locations in theregion.
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Proposed Work Plan: Task Five
Development of an interactive internet-based communication tool
Ask the Expert - estimated reply time of 2 business days.Electronic discussion forum – open to all interested parties. Opportunity to pose technical questions/problems to benefit from others experiences.
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Proposed Work Plan: Task Six
Administrative and Support Services
Organization of advisory committee meetingsFinancial AccountingProgress Report Preparation Preparation of Final Report Project Evaluation Survey and Analysis
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Additional Activities
This project would be an excellent conduit for conducting regional activities for the calibrations required for the new pavement design guide.
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Connecticut Advanced Pavement Laboratory
10,000 Square foot research and testing facility for Hot-Mix Asphalt. Accredited under the AASHTO Accreditation program for Aggregate, Performance Graded Binder and HMA Testing.Experienced Research and Technical StaffMembers of the Board of Directors of NETTCP who serve on many certification committees.
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Connecticut Technology Transfer Center
Has served the educational and technical assistance needs of the Connecticut Transportation Community for 20 years. The center is one of a national network of 58 LTAP/TTAP Centers. Currently training an average of 3,500 participants annuallyServing on national committees to address technology transfer issues for the future.
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Pooled Funds Project
States interested in participating are encouraged to contact their Research Advisory Counsel memberFull Proposal is available on-line at:http://www.pooledfund.org/projectdetails.asp?id=882&status=1
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Thermal Imaging of Bituminous Concrete Pavements during
Construction
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Project was Sponsored by the Connecticut Department of Transportation and the
Federal Highway Administration
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Over 3 Construction Seasons thermal imaging conducted
on 40 paving projects
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In Addition to Thermal Imaging at Projects:
• Collected a limited number of visual images
• Locations of most images recorded using a handheld GPS receiver
• Performed Nuclear Density Tests through selected sections
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Thermal Images
• Collected using a ThermaCam 575PM Camera
• Taken in the direction of paving• Images taken at “screed stops”
– GPS coordinates taken at this point– Difficult to determine where this occurs
with Material Transfer Vehicle (MTV)
• Images processed using software• Data logged into a Database
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Density Measurements
• Locations marked during placement with a dot of temporary paint prior to compaction
• Measurements taken after compaction• Series of measurements taken through “cold” spot
in the longitudinal direction• 5 measurements were taken before the “cold” spot
and 5 taken after the “cold” spot typically spaced 3 feet apart
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Two Types of Conditions
• End dump transfer of material to paver hopper
• Material Transfer Vehicle
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Typical V-Shaped Cold SpotEnd Dump ∆t=60 F
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Non V-Shaped Cold Spot End Dump ∆t=76 F
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Density Plot for Previous Slide
Typical Density Plot Through Cold Spot (Image 296)
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-20 -15 -10 -5 0 5 10 15 20
Series1
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End Dump Cold Spots
• Occur with almost every truck change
• Are located approximately 20-30 feet from “screed stop”
• Appear to be caused by cooler material out last from haul unit combined with cool material first out of haul unit along with material from sides of paver hopper
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Thermal and Visual Image
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Thermal and Visual Image Cont.
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Material Transfer Vehicles
• Remixing MTV– Greatly reduces temperature
differentials
• Non-remixing MTV– Reduces temperature differentials but
not as much as Remixing MTV
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Average Temperature Differential for Transfer
Methods• End dump = 50.2 F• Non Remixing MTV = 32.1 F• Remixing MTV = 13.5 F
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Typical Mat Using a Remixing MTV ∆t=15 F
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Typical Mat Using a Non Remixing MTV ∆t= 25 F
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The next slide was taken after 45 minute wait for the
next load
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End Dump 45 minute wait ∆t=80 F
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Longitudinal spots are typically the effect of spillage
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Material spilled and paving crew took 20 minute break
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Thermal Image when Paving resumed
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Images side by side
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Reducing Temperature Differentials
• If available - use MTV– One project had MTV but chose not to use
• Maintain material in the paver hopper– Running material down in hopper pulls cold material
from sides
• Significant spills should be removed if there is a delay before paver passing over them– Whenever possible, clean trucks in area not being
paved
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Where Do We Go From Here?
• Research in progress to document decrease of service life for pavement– Currently performing evaluation for pavements 2-3
years old– Plan to perform periodic evaluations throughout
service life of the pavements– Goal is to determine level of temperature differential
that shortens pavement life
• Will provide cost to benefit basis for MTVs