nebraska asphalt update · • investigated latest non-nuclear technology • tested 5 different...
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Nebraska Asphalt UpdateLeveling CourseAsphalt PatchingFoamed Asphalt
Longitudinal Joint DensityCrumb Rubber Binder Specification
Open Discussion
Robert C. ReaNebraska Department of Roads
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Leveling Course
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Impermeable Mix + Heat + Moisture = Mumps
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Modified Mix Design so the mix could ‘Breathe’
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Gradation ChangeLeveling Course Spec. Changes
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• LC tested and accepted same as SPH
Leveling Course Spec. Changes
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• LC tested and accepted same as SPH• Allow up to 35% RAP, must be fractionated
Leveling Course Spec. Changes
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• LC tested and accepted same as SPH• Allow up to 35% RAP, must be fractionated• 43 FAA on combined blend, no CAA requirement
Leveling Course Spec. Changes
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• LC tested and accepted same as SPH• Allow up to 35% RAP, must be fractionated• 43 FAA on combined blend, no CAA requirement• Air Voids target 4.0%, min. binder of 5.8%
Leveling Course Spec. Changes
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• LC tested and accepted same as SPH• Allow up to 35% RAP, must be fractionated• 43 FAA on combined blend, no CAA requirement• Air Voids target 4.0%, min. binder of 5.8%• Removed draindown and fiber portion of specification
Leveling Course Spec. Changes
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• LC tested and accepted same as SPH• Allow up to 35% RAP, must be fractionated• 43 FAA on combined blend, no CAA requirement• Air Voids target 4.0%, min. binder of 5.8%• Removed draindown and fiber portion of specification• Placement temperature lowered to 285 degrees
Leveling Course Spec. Changes
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• LC tested and accepted same as SPH• Allow up to 35% RAP, must be fractionated• 43 FAA on combined blend, no CAA requirement• Air Voids target 4.0%, min. binder of 5.8%• Removed draindown and fiber portion of specification• Placement temperature lowered to 285 degrees• Density is only monitored along with rolling pattern
Leveling Course Spec. Changes
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• LC tested and accepted same as SPH• Allow up to 35% RAP, must be fractionated• 43 FAA on combined blend, no CAA requirement• Air Voids target 4.0%, min. binder of 5.8%• Removed draindown and fiber portion of specification• Placement temperature lowered to 285 degrees• Density is only monitored along with rolling pattern• Density and CAA are not in pay factor
Leveling Course Spec. Changes
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Patching
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NEW PATCHING SPECIFICATION
All work is subsidiary to the PATCHING TON Bid Item
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• Payment by the ton of hot mix for all work necessary for the removal and replacement of the area of patching
Asphalt Patching Spec. Update
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• Payment by the ton of hot mix for all work necessary for the removal and replacement of the area of patching
• For patch areas over 16 in. depth, the additional work will be paid for under rental of equipment • (As is currently done for all depths)
Asphalt Patching Spec. Update
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• Payment by the ton of hot mix for all work necessary for the removal and replacement of the area of patching
• For patch areas over 16 in. depth, the additional work will be paid for under rental of equipment • (As is currently done for all depths)
• Lime/WMA and binder will be paid with regular units under the contract.
Asphalt Patching Spec. Update
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Asphalt Patching Spec. Update1) For patches 16‐inches (40cm) deep or less, determined at the time of
patching, the patching will be measured by the ton (megagram) of “Asphaltic Concrete for Patching, Type ___” required to complete the patch and repair any faulty subgrade. No equipment rental will be paid for this work, and all equipment used to complete the work shall be subsidiary to the item, “Asphaltic Concrete for Patching, Type ___.”
2) For patches more than 16 inches (40cm) deep, determined at the time of patching, the patching will be measured by the ton (megagram) of “Asphaltic Concrete for Patching, Type ___” required to complete the patch and repair any faulty subgrade. Additionally, the hours of equipment rental required to complete the patching and repair in that portion of the patch deeper than 16‐inches will be measured by the hour of equipment rental in accordance with Section 919. Only approved equipment needed to patch and excavate the failure is to be rented, and only the time utilized to perform the work in the region deeper than 16‐inches (40 cm) is to be measured. Excluded is any equipment needed to haul asphalt to the site.
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COMPLETED FOAMED ASPHALT RECLAMATION PROJECT
FOAMED ASPHALT RECYCLING PROJECT
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COMPLETED FOAMED ASPHALT RECLAMATION PROJECTFIRST FOAMED ASPHALT
RECYCLE PROJECT
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COMPLETED FOAMED ASPHALT RECLAMATION PROJECTFIRST FOAMED ASPHALT
RECYCLE PROJECT
MORE ON THE WAY
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LONGITUDINAL JOINT DENSITY SPECIFICATION
Draft by July 1, 2013
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LONGITUDINAL JOINT DENSITY SPECIFICATION
Draft by July 1, 2013
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Crumb Rubber Asphalt
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• 3 Methods:• Wet (Unstable Suspension)
Types of Crumb Rubber Binder Modification
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• 3 Methods:• Wet (Unstable Suspension)• Terminal Blended (Stable Suspension)
Types of Crumb Rubber Binder Modification
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• 3 Methods:• Wet (Unstable Suspension)• Terminal Blended (Stable Suspension)• Terminal Blended (Fully Dissolved)
Types of Crumb Rubber Binder Modification
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Crumb Rubber Asphalt in NE
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Crumb Rubber Asphalt in NE
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Crumb Rubber Asphalt in NE
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Leveling CourseAsphalt PatchingFoamed Asphalt
Longitudinal Joint DensityCrumb Rubber Binder Specification
Open Discussion
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Matt BeranNebraska Dept. of Roads
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• NDOR has 85 Nuclear Gauges
Soil CompactionAsphalt Compaction
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• NDOR has 85 Nuclear GaugesCosts Nuclear Gauge
Non-Nuclear Gauge
Cost of Gauge $6,950 $8,900 Radiation Safety & Certification Class $750 Safety Training $179 HAZMAT Certification $99 RSO Training $395 Maintenance/Re-calibration $500/year $500/yearLeak test $15 Shipping $120 100Radioactive Materials License $1,600 Re-Licensing $1500/yearReciprocity $750 Cost for 1st Year of Ownership $12,858 $9,500 Annual Costs after 1st year $2000/year $500/year
Does not include personnel cost/time to track gauge storage, nuclear badge purchasing, tracking, monitoring, etc
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Does not include personnel cost/time to track gauge storage, nuclear badge purchasing, tracking, monitoring, etc
• NDOR has 85 Nuclear GaugesCosts Nuclear Gauge
Non-Nuclear Gauge
Cost of Gauge $6,950 $8,900 Radiation Safety & Certification Class $750 Safety Training $179 HAZMAT Certification $99 RSO Training $395 Maintenance/Re-calibration $500/year $500/yearLeak test $15 Shipping $120 100Radioactive Materials License $1,600 Re-Licensing $1500/yearReciprocity $750 Cost for 1st Year of Ownership $12,858 $9,500 Annual Costs after 1st year $2000/year $500/year
85 Gauges x $1500 = $130,000/year
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• UNL Research Project from ‘09 – ’11
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• UNL Research Project from ‘09 – ’11• Investigated latest non-nuclear technology• Tested 5 different soil and asphalt devices• 13 Asphalt Sample Sites – Over 150 samples
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• UNL Research Project from ‘09 – ’11• Investigated latest non-nuclear technology• Tested 5 different soil and asphalt devices• 13 Asphalt Sample Sites – Over 150 samples• Reviewed Correlation:
• Non-Nuclear Gauge vs. Cores• Nuclear Gauge vs. Cores
Vs.
Vs.
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Findings:• PQI correlates very well to cores
• Sample density 90% or greater
Vs.
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Findings:• PQI correlates very well to cores
• Sample density 90% or greater
• PQI correlated better to the cores overall than Nuclear Gauge• Sample density 90% or greater
Vs.
Vs.
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• Allowance of Non-Nuclear Gauges – Feb. 2013 • Provision is attached to Superpave Specification• Can find on our website:
http://www.transportation.nebraska.gov/mat-n-tests
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• Test run according to AASHTO TP 68 and as directed
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• Test run according to AASHTO TP 68 and as directed• First 3 density locations on project cored for correction factor,
every 15th density after that
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• Test run according to AASHTO TP 68 and as directed• First 3 density locations on project cored for correction factor,
every 15th density after that• Average of 5 readings at each location:
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• Test run according to AASHTO TP 68 and as directed• First 3 density locations on project cored for correction factor,
every 15th density after that• Average of 5 readings at each location:
• Any density reading below 90% will require a core cut to be used for density at that location
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• Uses electromagnetic current to measure density• Provides instantaneous density readout
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3Measure!48
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• Tested 3 different soil devices• Lightweight Deflectometer (LWD) was most accurate
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• Drop Weight to Measure Deflection
• Testing and Acceptance Based on Moisture and Deflection
22 lb. Drop Weight
Data Collector
28.35” Drop Height
Load Plate
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• Prep Surface• Drop Weight 3x – Seating• Drop Weight 3x – Measurements• Measures:
• Deflection
• Velocity• Modulus
90
92
94
96
98
100
102
104
0 1 2 3 4 5 6 7 8
% C
ompa
ctio
n
Deflection (mm)
% Comp vs Save
% Comp vs Save
Log. (% Comp vs Save)
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• Implementation over the next 2 years• 2013 – Purchase 8-10 Devices• 2014 – Purchase 30-50 Devices
• Phase out Nuclear Gauges at end of 2014
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• 35 NDOR projects utilized WMA last year (40% of projects)• 95% Used Chemical Additive (Evotherm)• 5% Used Water-Injection (Foaming)
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Hydrated Lime Evotherm WMA
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• 35 NDOR projects utilized WMA last year (40% of projects)• 95% Used Chemical Additive (Evotherm)• 5% Used Water-Injection (Foaming)
• No Laydown Issues Reported
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• 35 NDOR projects utilized WMA last year (40% of projects)• 95% Used Chemical Additive (Evotherm)• 5% Used Water-Injection (Foaming)
• No Laydown Issues Reported• Temperature Drops not Substantial
• Majority Dropped 25-40 F • One dropped almost 90 F• Dependent on amount of additive used, mixture materials, etc.
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• 35 NDOR projects utilized WMA last year (40% of projects)• 95% Used Chemical Additive (Evotherm)• 5% Used Water-Injection (Foaming)
• No Laydown Issues Reported• Temperature Drops not Substantial
• Majority Dropped 25-40 F • One dropped almost 90 F• Dependent on amount of additive used, mixture materials, etc.
• Savings Difficult to Calculate
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Feb. 2013 – NDOR Pay Item “Lime/WMA” is implemented in Letting
Dec. 2012 – Updated WMA requirements utilized in Dec. Letting
July 2012 – NDOR/Industry meet to discuss updates to WMA Provision
April 2012 - Contractor Allowed to Bid $0 for lime if using a WMA additive with anti-strip properties
Feb. 2012 – WMA Permissive Specification Included in all NDOR Hwy. Projects
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• Increased Hydrated Lime minimum rate from 1.0% to 1.25% (by weight of virgin aggregate)
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• Increased Hydrated Lime minimum rate from 1.0% to 1.25% (by weight of virgin aggregate)
• Increased Amine based WMA minimum rate from 0.4% to 0.7%
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• Increased Hydrated Lime minimum rate from 1.0% to 1.25% (by weight of virgin aggregate)
• Increased Amine based WMA minimum rate from 0.4% to 0.7%• Increase Level 2 WMA allowable temp. drop from 60 F to 90 F
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• Increased Hydrated Lime minimum rate from 1.0% to 1.25% (by weight of virgin aggregate)
• Increased Amine based WMA minimum rate from 0.4% to 0.7%• Increase Level 2 WMA allowable temp. drop from 60 F to 90 F• WMA technologies can be used in combination
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• Increased Hydrated Lime minimum rate from 1.0% to 1.25% (by weight of virgin aggregate)
• Increased Amine based WMA minimum rate from 0.4% to 0.7%• Increase Level 2 WMA allowable temp. drop from 60 F to 90 F• WMA technologies can be used in combination• If WMA is blended at plant, approval is required
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• Increased Hydrated Lime minimum rate from 1.0% to 1.25% (by weight of virgin aggregate)
• Increased Amine based WMA minimum rate from 0.4% to 0.7%• Increase Level 2 WMA allowable temp. drop from 60 F to 90 F• WMA technologies can be used in combination• If WMA is blended at plant, approval is required• Amine based WMA additives and lime are not used in
combination
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• Increased Hydrated Lime minimum rate from 1.0% to 1.25% (by weight of virgin aggregate)
• Increased Amine based WMA minimum rate from 0.4% to 0.7%• Increase Level 2 WMA allowable temp. drop from 60 F to 90 F• WMA technologies can be used in combination• If WMA is blended at plant, approval is required• Amine based WMA additives and lime are not used in
combination• No control strip required
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• Tensile Strength Ratio (TSR’s) Testing done on first lot of production and randomly selected lots thereafter
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• Tensile Strength Ratio (TSR’s) Testing done on first lot of production and randomly selected lots thereafter
• Paid for by the unit “Lime/WMA” per hot mix ton• Ex. 10,000 ton project will have 10,000 units Lime/WMA• Replace item “Hydrated Lime for Asphalt Mixtures”
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• Many benefits to be reaped from the technology• If Urban Superpave is used, WMA option must be requested
and/or approved by governing City/County• If interested in more information, please contact us.
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Matt Beran
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• Lime Correction Factor• Sample of SPS Asphalt
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• NDOR had a correction factor of 0.4% for ignition oven readings.• Ex. Oven Readout =5.0%, then Binder Content is 5.4%
• Sulfur in Binder tied up by hydrated lime, doesn’t burn off.
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• NDOR had a correction factor of 0.4% for ignition oven readings.• Ex. Oven Readout =5.0%, then Binder Content is 5.4%
• Sulfur in Binder tied up by hydrated lime, doesn’t burn off.• Lower amounts of lime due to RAP
• Research Study shows correction factor closer to 0.2 – 0.3%
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• NDOR had a correction factor of 0.4% for ignition oven readings.• Ex. Oven Readout =5.0%, then Binder Content is 5.4%
• Sulfur in Binder tied up by hydrated lime, doesn’t burn off.• Lower amounts of lime due to RAP
• Research Study shows correction factor closer to 0.2 – 0.3%
• New Superpave and Urban Specs. now have correction factor at 0.3%• Reminder: No correction factor on WMA when lime is not used!
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• Previous Sampling Options:• In Windrow or Behind the Paver
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• Previous Sampling Options:• In Windrow or Behind the Paver
• Now: Contractor has the option of sampling SPS hot mix at the plant.
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• Non-Nuclear Gauges• LWD• PQI
• Warm Mix Asphalt• Superpave Updates• Other
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