Bituminous Percent Within Tolerance (PWT) - pa … PWT Rev... · Bituminous Percent Within...
Transcript of Bituminous Percent Within Tolerance (PWT) - pa … PWT Rev... · Bituminous Percent Within...
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Steven L. Koser, P.E.Chief, Roadway Management
Adam M. Ostinowsky, E.I.T.Urban Engineers, Inc.
Bituminous Percent Within Tolerance (PWT)
March 14-16, 2016
PAPA Regional Technical Meetings
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Spec Limits and Goal Posts are Similar
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PWT
• Efficiently captures mean and standard deviation in one quality measure
X 3s2s1s-3s -2s -1s
X - means - standard deviation
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•Tighter adherence to producing job mix formula
•Tighter adherence to field density spec. requirements
What Does PWT Drive?
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•Well suited for low bids to achieve quality
•Contractors = bonuses for tighter adherence to targets
•Contractors = reduced payments for loose adherence to targets
•Moves focus to targets (NOT minimums)
Advantages of PWT
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•Adds bonus structure (maximum 4%)
•Adds mix gradation (PCS) as part of payment
•Modifies current “goal posts” approach for 100% payment (good or no good)
•Results in many fewer 100% payments and spreads these out (bonus and penalty)
What’s different with PWT spec?
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• Current specification (50% mix, 50% density)
• 25% asphalt content• 25% #200 sieve• 50% field density
• PWT specification (50% mix, 50% density)• 30% asphalt content• 10% #200 sieve• 10% primary control sieve (new)• 50% field density
Payment Equation Changes
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•Defective lots can be left in place at 70% pay by DE (previously 50% pay)
•Allows contractor to terminate lot Allows contractor to limit risk when
early QC results indicate an issue Must stop paving 90% maximum pay Must R&R if defective by test results
Common to All PWT Specs
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•Three (3) methods thru CT process:1. PWT-LTS (Laboratory Testing Section)
• Fully approved (includes FHWA)• Acceptance at LTS• PWT-LTS Use Guidelines/District Memo
2. PWT-HOLA (Hands On Local Acceptance)• Fully approved (includes FHWA)• Department Acceptance, Contractor Lab
3. PWT-LA (Local Acceptance)• Contractor Results, Department Verification, F-test and t-test (Not Practical)
Current Status
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•Very similar to current process
•Allows a contractor option to expedite sample delivery to Harrisburg
Inspection staff secures samples Secure samples given to contractor Contractor delivers to LTS at his cost LTS verifies security prior to testing Priority given to expedited samples 2-3 Standard Work Day Turnaround Goal at LTS
PWT-LTS
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PWT-HOLA
•HMA/WMA Material samples collected as usual
•Acceptance testing performed at:
•Proficient producers lab
•or another mutually acceptable lab
•No LTS acceptance testing (except for dispute resolution situation)11
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Mixture Sample Collection
Contractor Pulls Sample
Contractor Transports
Sample
Representative Tests Sample
LocallyRepresentative Splits Sample
LTS Tests IA Sample
Representative Secures Sample
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Sample Paperwork
•Paperwork (TR-447) is the same
•Worksheets keep records of test results
•Paperwork to be retained for 3 years
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Sample Transportation and Security
• Tamper proof coolers with clasps and unique, unopened padlock
• Must be capable of relocking for storage
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Sample Security
• Sealed containers first inspected for security. Upon opening, samples and paperwork to be examined.
• If evidence of compromised security, Dept. may reject for testing, suspend paving operations and require additional samples to be taken
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Lot Testing
•Testing to begin once lot is complete
•LA testing takes priority over other testing
•Contractor’s technician may be present to witness, but not required
•Contractor may saw cut density cores for testing
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Gmm Verification Testing
• Federal Aid Projects & Projects on the NHS• Local Testing
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Independent Assurance
• Required by 23 CFR 637
• First lot and randomly once for every ten thereafter
• Performed at the LTS on splitsamples
• Ensures sampling and testing is performed correctly
• Ensures testing equipment used is properly calibrated and operating correctly
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Local Acceptance QC Plan
•Separate LA QC Plan required to detail specifics
•3 weeks before paving
•Must identify lab and equipment for testing
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Contractor’s Lab Assessment
•Local acceptance lab will need AMRL on-site proficiency assessment
•Every two years
•Assessment on the equipment to be used for acceptance
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Local Acceptance Equipment Requirements
•Dedicated equipment for Department use
•Representative reviews equipment
•Can remove equip. not meeting requirements from service
•Department Acceptance
•Accessibility to local lab
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•Projects advertised after October 13, 2015 (considered)
•PWT-HOLA available as of January 15, 2016
•PWT-LTS Incentive/Disincentive Spreadsheet
2016 Construction Season
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Challenges
• Budget
• Test Turnaround Time (PWT-LTS)
• Oven Correction Factor (PWT-LTS)
• Manpower/Equipment (PWT-HOLA)
• AMRL (PWT-HOLA)
• Standard Deviation
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Taking on the Challenge
• Expedited Sample Delivery (PWT-LTS)
• Dispute Resolution
• Training (PWT-HOLA)
• AMRL (PWT-HOLA)
• Standard Deviation
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