TAM ETG Webinar #3 Network Life Cycle Analysis Part 1: Introduction and Overview Wednesday, July 8,
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
Transportation Asset Management Plan (TAMP) FHWA pilot project Moving Ahead for Progress in the 21 st Century (MAP-21)
Asset Inventory & Conditions Risk Analysis Life Cycle Cost Analysis Performance Measures & Targets Performance Gap Assessment Financial Plan & Investment Strategies Implementation & Next Steps
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
MnDOT’s TAMP Pavement Life Cycle Costs
Identify Better Management Strategies Quantify Future Maintenance Determine Appropriate Treatments
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:
Established Pavement Technical Work Group Materials (i.e. pavement office) & District maintenance staff Subject matter experts provided guidance on typical inputs and assumptions
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
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-$5229/ln-mi
Typical, Desired, Worst First Strategies Identify minor and major rehab surface treatments for asphalt and concrete Deterioration Models for Various LCCA Scenarios
Typical Pavement Age (yrs) Pavement Age Range (yrs) Treatment Typical Condition When Applied Typical Cost ($/ln-mi)Cost Range ($/ln-mi) 00Initial Construction-$657,500$210,000 - $2,000, Crack TreatmentGood$6,000$3,000 - $10, Surface TreatmentGood$15,000$10,000 - $30, Mill & Overlay (1 st Overlay)Fair$155,000$145,000 - $175, Crack TreatmentGood$6,000$3,000 - $10, Surface TreatmentFair$15,000$10,000 - $30, Mill & Overlay (2 nd Overlay)Fair$155,000$145,000 - $175, Crack TreatmentGood$6,000$3,000 - $10, Surface TreatmentFair$15,000$10,000 - $30, Mill & Overlay (3 rd Overlay)Poor$155,000$145,000 - $175, Crack TreatmentGood$6,000$3,000 - $10, Surface TreatmentFair$15,000$10,000 - $30, Mill & Overlay (4 th Overlay)Poor$155,000$145,000 - $175, Crack TreatmentGood$6,000$3,000 - $10, Surface TreatmentFair$15,000$10,000 - $30, Mill & Overlay (5 th Overlay)Poor$155,000$145,000 - $175, Crack TreatmentGood$6,000$3,000 - $10, ReconstructionFair$657,500$210,000 - $2,000,000
Typical Pavement Age (yrs) Pavement Age Range (yrs) Treatment Typical Condition When Applied Typical Cost ($/ln-mi)Cost Range ($/ln-mi) 00Initial Construction-$657,500$210,000 - $2,000, Crack TreatmentGood$6,000$3,000 - $10, Surface TreatmentGood$15,000$10,000 - $30, Mill & Overlay (1 st Overlay)Fair$155,000$145,000 - $175, Crack TreatmentGood$6,000$3,000 - $10, Surface TreatmentFair$15,000$10,000 - $30, Mill & Overlay (2 nd Overlay)Fair$155,000$145,000 - $175, Crack TreatmentGood$6,000$3,000 - $10, Surface TreatmentFair$15,000$10,000 - $30, FDR/Reconstruction-$657,500$210,000 - $2,000, Crack TreatmentGood$6,000$3,000 - $10, Surface TreatmentGood$15,000$10,000 - $30, Mill & Overlay (1 st Overlay after FDR/Reconstruction) Fair$155,000$145,000 - $175,000
MnDOT’s Post-TAMP Pavement Asset Management Initiative
“Understand Life Cycle Costs of Major Assets” – Maintenance costs (TAMP) Phase 1: Determine how much “labor, equipment, material (LEM)” was spent at certain asset conditions? Pavement Entering LEM in RCA; assigning reference points for certain (maint.) source codes RCA RECORD is being divided into segments; matched to condition data from pavement Van (M-records) THREE M-RECORDS Roadway Segment RCA RECORD (TOTAL LEM) Reference Points LEM1 LEM2 LEM3
18 Pavement Van Condition Data LEM From Work Orders
19 Condition of Road Improves Focus on RED LINE: As Condition Improves, Maintenance spends less money/mile
Typical Pavement Age* (yrs) Pavement Age Range** (yrs) Treatment Typical Condition When Applied Typical Cost ($/ln-mi)***Cost Range ($/ln-mi)*** 00Initial Construction-$657,500 # $210,000 - $2,000, Crack TreatmentGood$6,000$3,000 - $10, Surface TreatmentGood$15,000$10,000 - $30, Mill & Overlay (1 st Overlay)Fair$155,000$145,000 - $175, Crack TreatmentGood$6,000$3,000 - $10, Surface TreatmentFair$15,000$10,000 - $30, Mill & Overlay (2 nd Overlay) Fair$155,000$145,000 - $175, Crack TreatmentGood$6,000$3,000 - $10, Surface TreatmentFair$15,000$10,000 - $30, FDR/Reconstruction-$657,500 # $210,000 - $2,000, Crack TreatmentGood$6,000$3,000 - $10, Surface TreatmentGood$15,000$10,000 - $30, Mill & Overlay (1 st Overlay after FDR/Reconstruction) Fair$155,000$145,000 - $175,000
For further information contact Kirby Becker / (651) Or visit