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Highly Modified Binder Yield Performance Gains for I-40 Project
17th Annual Conference & Workshop Grand Hyatt Seattle, Washington February 9-11, 2016 Kenneth Ray Hobson, P.E.
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Outline NCAT 2009 Cycle N8 Caddo County I-40
3 Year Fatigue Research at OU LTPP SPS-10 Wagoner County GTR Conclusions
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OK N9-N8 Sections
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NCAT 2009 Cycle N8 OK Sections
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NCAT 2009 Cycle N8 2006 Cycle Perpetual 10″ thick Experiment
Failed after 10 MESALs 2009 Cycle Milled and Replaced 5.0″ Two Fabric Types Delay Bottom-up Fatigue
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NCAT 2009 Cycle N8
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NCAT 2009 Cycle N8 - Failure
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NCAT 2009 Cycle N8 After 3.5 MESALs Mill and Replace (PG 76E-28)
1.25″ — 3/8″ [9.5 mm] NMAS 3.25″ — 3/4″ [19 mm] NMAS 1.25 ″ — 3/8″ [9.5 mm] NMAS RIL (+0.2% Pb)
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NCAT 2009 Cycle N8 Lasted 16.2 MESALs
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Caddo County I-40 MP
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Caddo County I-40 – 10/12 Mill 5″ & Replace (PG 76E-28)
3/4″ — OGFSC (PG OK) 1.5″ — 3/8″ [9.5 mm] NMAS S5 2.5″ — 3/4″ [19 mm] NMAS S3 RIL (+0.2% Pb)
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Caddo County I-40 – TFHRC
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Caddo County I-40 – TFHRC Damage
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Caddo County I-40 – 1/21/16
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3 Year Fatigue Research at OU
Select Best Fatigue Test for ODOT Specify Fatigue Test Limits Draft Fatigue Test Method if Needed
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3 Year Fatigue Research at OU
Purchase and Install Fatigue Test Equipment at ODOT Purchase and Install AMPT at ODOT Train ODOT Personnel
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3 Year Fatigue Research at OU
Chose SCB-LTRC Test Method Delay Final for LTPP SPS-10 Research
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LTPP SPS-10
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LTPP SPS-10
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LTPP SPS-10 – SCB-LTRC
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LTPP SPS-10
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LTPP SPS-10 Min.
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LTPP SPS-10
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Wagoner County GTR
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Wagoner County GTR
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Wagoner County GTR ODEQ Sponsored Research OU GTR Literature Review
ODOT FWD Tests ODOT GTR Mix Designs OU SCB-LTRC Tests
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Conclusions Based on N8 and Caddo County Experience and NCAT SN of 0.54 Design Thickness -20%
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Conclusions – SN 0.44=7″ HMA
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Conclusions – SN 0.54=5.5″ HMA
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Conclusions ODOT Adopt Fatigue Test 2018
Dynamic Modulus LTPP SPS-10 Fatigue Tests Complete Late 2016 Wagoner County GTR Construct Spring 2016 Fatigue Performance is Key
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Questions?
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