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TAM ETG Webinar #3 Network Life Cycle Analysis Part 1: Introduction and Overview Wednesday, July 8, 2015 1
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Brief Overview (development process, components, assets analyzed) MnDOT’s TAMP Pavement Life Cycle Costs Purpose Process Inputs and Assumptions Strategies and Results MnDOT’s Post-TAMP Pavement Asset Management Initiative Collect Better Data on Pavement Maintenance Activities – Labor, Equipment, Materials
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Transportation Asset Management Plan (TAMP) FHWA pilot project Moving Ahead for Progress in the 21 st Century (MAP-21)
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Asset Inventory & Conditions Risk Analysis Life Cycle Cost Analysis Performance Measures & Targets Performance Gap Assessment Financial Plan & Investment Strategies Implementation & Next Steps
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TAMP1 (July 2014) Pavements Bridges Deep Stormwater Tunnels High-Mast Light Tower Structures Highway Culverts Overhead Sign Structures TAMP2 (December 2015) Facilities Intelligent Transportation System Infrastructure Lighting Noise Walls Traffic Signals Pedestrian Infrastructure
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MnDOT’s TAMP Pavement Life Cycle Costs
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Identify Better Management Strategies Quantify Future Maintenance Determine Appropriate Treatments
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Life-Cycle Costs Iceberg Initial Capital Expenditures Maintenance Costs Future Capital Costs Operational costs are not part of LCC, but are part of overall management $ Background image: http://www.pvisoftware.com/blog/wp-content/uploads/2013/11/Pegasus_vertex_Iceberg.png
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Established Pavement Technical Work Group Materials (i.e. pavement office) & District maintenance staff Subject matter experts provided guidance on typical inputs and assumptions
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Analysis Period: 70 years Discount Rate: 2.2% Salvage Value Included Costs Collected/Analyzed by $/Lane-Mile Rigid pavements: 11%, Flexible pavements:89% Only Agency Costs Considered Annual Inspection Cost $37 per roadway-mile
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Routine & Reactive Maintenance MnDOT Metro spent $1.4 Million in 2012 Maintenance investment by condition (G/F/P) could not be determined Maintenance performed 482 ln-mi of pavements: 295 in Good, 161 in Fair and 26 in Poor Weighting factors applied to maintenance costs: Good-0.8, Fair-1.2, Poor-1.8 Equates to Good-$2340/ln-mi, Fair-$3480/ln- mi, Poor-$5229/ln-mi
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Typical, Desired, Worst First Strategies Identify minor and major rehab surface treatments for asphalt and concrete Deterioration Models for Various LCCA Scenarios
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Typical Pavement Age (yrs) Pavement Age Range (yrs) Treatment Typical Condition When Applied Typical Cost ($/ln-mi)Cost Range ($/ln-mi) 00Initial Construction-$657,500$210,000 - $2,000,000 86-10Crack TreatmentGood$6,000$3,000 - $10,000 1210-14Surface TreatmentGood$15,000$10,000 - $30,000 2018-22Mill & Overlay (1 st Overlay)Fair$155,000$145,000 - $175,000 2421-25Crack TreatmentGood$6,000$3,000 - $10,000 2625-29Surface TreatmentFair$15,000$10,000 - $30,000 3533-35Mill & Overlay (2 nd Overlay)Fair$155,000$145,000 - $175,000 3936-40Crack TreatmentGood$6,000$3,000 - $10,000 4139-43Surface TreatmentFair$15,000$10,000 - $30,000 4745-49Mill & Overlay (3 rd Overlay)Poor$155,000$145,000 - $175,000 5149-53Crack TreatmentGood$6,000$3,000 - $10,000 5351-55Surface TreatmentFair$15,000$10,000 - $30,000 5755-59Mill & Overlay (4 th Overlay)Poor$155,000$145,000 - $175,000 6159-63Crack TreatmentGood$6,000$3,000 - $10,000 6361-65Surface TreatmentFair$15,000$10,000 - $30,000 6563-67Mill & Overlay (5 th Overlay)Poor$155,000$145,000 - $175,000 6866-70Crack TreatmentGood$6,000$3,000 - $10,000 7068-72ReconstructionFair$657,500$210,000 - $2,000,000
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Typical Pavement Age (yrs) Pavement Age Range (yrs) Treatment Typical Condition When Applied Typical Cost ($/ln-mi)Cost Range ($/ln-mi) 00Initial Construction-$657,500$210,000 - $2,000,000 86-10Crack TreatmentGood$6,000$3,000 - $10,000 1210-14Surface TreatmentGood$15,000$10,000 - $30,000 2018-22Mill & Overlay (1 st Overlay)Fair$155,000$145,000 - $175,000 2321-25Crack TreatmentGood$6,000$3,000 - $10,000 2725-29Surface TreatmentFair$15,000$10,000 - $30,000 3533-35Mill & Overlay (2 nd Overlay)Fair$155,000$145,000 - $175,000 3836-40Crack TreatmentGood$6,000$3,000 - $10,000 4341-45Surface TreatmentFair$15,000$10,000 - $30,000 5047-53FDR/Reconstruction-$657,500$210,000 - $2,000,000 5856-60Crack TreatmentGood$6,000$3,000 - $10,000 6260-64Surface TreatmentGood$15,000$10,000 - $30,000 7068-72 Mill & Overlay (1 st Overlay after FDR/Reconstruction) Fair$155,000$145,000 - $175,000
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MnDOT’s Post-TAMP Pavement Asset Management Initiative
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“Understand Life Cycle Costs of Major Assets” – Maintenance costs (TAMP) Phase 1: Determine how much “labor, equipment, material (LEM)” was spent at certain asset conditions? Pavement Entering LEM in RCA; assigning reference points for certain (maint.) source codes RCA RECORD is being divided into segments; matched to condition data from pavement Van (M-records) THREE M-RECORDS Roadway Segment 01234 RCA RECORD (TOTAL LEM) Reference Points LEM1 LEM2 LEM3
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18 Pavement Van Condition Data LEM From Work Orders
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19 Condition of Road Improves Focus on RED LINE: As Condition Improves, Maintenance spends less money/mile
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Typical Pavement Age* (yrs) Pavement Age Range** (yrs) Treatment Typical Condition When Applied Typical Cost ($/ln-mi)***Cost Range ($/ln-mi)*** 00Initial Construction-$657,500 # $210,000 - $2,000,000 86-10Crack TreatmentGood$6,000$3,000 - $10,000 1210-14Surface TreatmentGood$15,000$10,000 - $30,000 2018-22Mill & Overlay (1 st Overlay)Fair$155,000$145,000 - $175,000 2321-25Crack TreatmentGood$6,000$3,000 - $10,000 2725-29Surface TreatmentFair$15,000$10,000 - $30,000 3533-35 Mill & Overlay (2 nd Overlay) Fair$155,000$145,000 - $175,000 3836-40Crack TreatmentGood$6,000$3,000 - $10,000 4341-45Surface TreatmentFair$15,000$10,000 - $30,000 5047-53FDR/Reconstruction-$657,500 # $210,000 - $2,000,000 5856-60Crack TreatmentGood$6,000$3,000 - $10,000 6260-64Surface TreatmentGood$15,000$10,000 - $30,000 7068-72 Mill & Overlay (1 st Overlay after FDR/Reconstruction) Fair$155,000$145,000 - $175,000
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For further information contact Kirby Becker Kirby.Becker@state.mn.usKirby.Becker@state.mn.us / (651) 366-3740 Or visit http://www.dot.state.mn.us/assetmanagement
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