Infrastructure Needs:
North Dakota’s County, Township, & Tribal
Roads & Bridges
2015-2034
June 25, 2014
Upper Great Plains Transportation Institute
North Dakota State University
Contents
• History/purpose of road studies
• Data collection/field studies
• Major factors influencing results
• Analysis procedures/models
• Results and distributions of impacts
– Region
– Time period
• Next steps
Slide 2
Road Infrastructure Studies
• 2010 study: UGPTI estimated road
investment needs for the 2011 session
– 21,500 new wells & increased ag. production
• 2012 study: updated investment needs
– 46,000 new wells, ag. production, & initial
bridge study
• Current study: more comprehensive data
– Higher roadway costs, ag. production, &
60,000 new wells
Slide 3
Study Horizon
• 20 year time frame
• Traffic and investment needs estimated
annually
• Results summarized by:
– Biennium
– Region
• Detailed results (by)
– County
– Jurisdiction
Slide 4
pg. 5
Key Factors in Road Study (1)
Oil and Gas Agriculture
Number of wells Cultivated acres
Well locations Crop mix
Production rate/curve Yield
Inputs/outputs Crop densities
Gathering
pipeline
Elevator
network
Key Factors in Road Study (2)
Slide 6
Traffic Road
Truck trips Surface type
Truck axles/weights Width & design
ESALs Age & condition
Avg. Daily Traffic Soil
pg. 7
Data Sources (1)
Oil production ND Oil & Gas Division
Pipeline/transload
network
ND Pipeline Authority
Base road network NDDOT GIS Hub
Crop production USDA-NASS
Elevator demand ND PSC
pg. 8
Data Sources (2)
Traffic Vehicle counts and
classifications
Surveys/elevator reports
Paved road condition Pathways/surveys
Paved road structure Falling Weight Deflector
Ground Penetrating Radar
Unpaved roads Surveys
2013
Slide 9
1000+ counts
670 classifications
Pavement Data Collection
• Condition data
– NDDOT Pathway van
– Summer/fall 2013
– 4,786 miles of paved county roads
• Pavement and shoulder width data
– Scaled from video images – 4500 miles
Slide 10
Slide 11
Pavement Data Collection
• Non-destructive testing - verify prior estimates on subgrade
strength
– Falling Weight Deflectometer (FWD) and Ground
Penetrating Radar (GPR)
– Western ND – all rural pavements not recently improved,
not under construction, and not in failure state (785 mi)
– Eastern ND – selected based on agricultural production
facilities and other major traffic generators (734 mi)
Slide 12
Modeled Movements
• Agriculture
– Wheat (including durum), corn, soybeans,
barley, canola, sunflowers, sugar beets,
potatoes, & beans
– Fertilizer movements
– Transshipments
• Oil Exploration/Production
– Freshwater, sand, equipment, supplies, pipe,
outbound saltwater, & outbound crude oil
Slide 13
Agriculture Production Forecasts
• Production data: ND-NASS
• Production estimated at township level
• Elevator and plant demands from
NDPSC and industry groups
• Forecasts of future production, yield and
mix derived from multiple sources
– USDA/NASS
– NDSU/Extension
– Industry
Slide 14
Oil Development
• 2,300 truck trips per new well (drilling
related)
– 3 million gallons of freshwater
– 4 million pounds of sand
• Initial production (IP) rate varies by county
• Outbound oil to transload locations
– Base year: 67% truck, 33% pipe
– 2024: 20% truck, 80% pipe,
– 2,400 new miles of gathering pipeline/year
Slide 15
Forecasting/Modeling Process
Slide 16
Trips generated Trips originated or terminated
E.g., wells and farms
Trips attracted Rail & pipeline transfer facilities
Grain elevators
Routes taken Fastest path
Truck trips: segment Oil-related, ag.-related, other
Calibration Traffic data
Truck types and loads Annual ESALs
Oil Exploration Traffic Projections
Slide 17
Example of
predicted
traffic flows
over road
network
Crude oil
movements
Crop Movement Projections - Wheat
Slide 18
Unpaved Road Analysis
• Unpaved road miles grouped by traffic
volume categories
• “Normal” practices established for each
county based upon traffic observations
and reported maintenance practices
• For traffic volumes above normal levels
responses for oil impacted roads used to
establish upper categories of
maintenance
Slide 19
Unpaved Improvement Types
• Traffic Category Improvement
– Low: low volume average
– Baseline: county average
– Elevated: county average increased by 50%
– Moderate: county average increased by
100%
– High: county average increased by 150%,
dust suppressant
– Very high: county average increased by
200%, dust suppressant
Slide 20
To Pave or Not?
• Conversion of gravel roads to hot mix
asphalt (HMA) not directly considered,
except for highest traffic roads
• Needs for the significantly increased gravel
maintenance may be sufficient for paving
of some road segments
• Surface type choice left to county
– Reflect practices and local issues
– Coordination with an overall planning effort
Slide 21
Life Cycle Cost Comparison
Slide 22
Slide 23
Unpaved Road Investment Needs (millions)
Period Statewide Oil Patch Non-Oil
2015-2016 $548.0 $299.4 $248.6
2017-2018 $547.9 $299.2 $248.7
2019-2020 $547.5 $298.6 $248.9
2021-2022 $545.6 $296.6 $249.0
2023-2024 $541.9 $292.7 $249.2
2025-2034 $2,667.5 $1,422.9 $1,244.6
2015-2034 $5,398.4 $2,909.4 $2,489.0
Paved Road Analysis Steps
• AASHTO 1993 Design Guide
• Predict year & type of improvement
• Improvement threshold based on
pavement condition
• Year of improvement based on:
– Existing structural capacity
– Existing condition
– Forecasted ESALs
Slide 24
25
0.645
1
1.47
2.09
2.89
Single Axle Load in Thousand Pounds
16 18 20 22 24
0
0.5
1
1.5
2
2.5
3
ESAL Factors: Single Axle
Paved Road Improvements/Maint.
• Improvement type
– Overlay
– Sliver widening
– Reconstruction
– Mine & blend
• Normal maintenance
– Chip seals
– Crack sealing and patching
– Other
Slide 26
Paved Road Improvement Criteria
• Reconstruction
– Condition and traffic volume
– Subgrade modulus
– Rutting
• Mine & Blend
– Condition and traffic volume
– Widening needed but thin/weak base
• Overlay
– Pavement condition
Slide 27
28
Pavement Serviceability Rating (PSR)
PSR Range General Rating
5 to 4 Very Good
4 to 3 Good
3 to 2 Fair
2 to 1 Poor
1 to 0 Very Poor
29
Effects of Soil Support
Resilient Modulus (thousand psi)
4 5 6 7 8 9 10
0
0.1
0.2
0.3
0.4
0.5
0.6
pg. 30
Paved Road Improvements
Type Miles Percent
Resurface 5,005 88.1%
Reconstruct 253 4.5%
Mine/Blend 219 3.9%
Widen 201 3.5%
pg. 31
Paved Road Investment Needs (millions)
Period Statewide Oil Patch Non-Oil
2015-2016 $377 $186 $191
2017-2018 $323 $120 $203
2019-2020 $285 $158 $127
2021-2022 $236 $133 $103
2023-2024 $138 $52 $86
2025-2034 $1,326 $513 $812
2015-2034 $2,685 $1,162 $1,522
Bridge Analysis
• NBI: county and local
• Open bridges (other than culverts):
2,556
• Not considered: recently replaced or
minimum maintenance roads
• Improvements considered: replacement
or rehabilitation
• Maintenance
Slide 32
Bridges Costs (1)
• Unit cost model
– Based on 2011-2014 NDDOT bid reports
– Discussed with NDDOT & counties
– Includes approach roadway, engineering,
etc.
• Replacement cost projections:
– Bridges: $250-$275/sf. deck area
– Culverts: $400,000-$600,000 /project
Slide 33
Bridges Costs (2)
• Rehabilitation
– Deck widening 50% replacement cost
– Deck replacement 45% replacement
cost
• Preventive maintenance
– Annualized maintenance cost $0.24
per sq. ft./year
– $0.29 per sq. ft. deck washing/sealing
Slide 34
Bridge Investment Needs
• 2015-2034: $327 million
• 77% of costs for replacements
• Backlog of 480+ bridges
• Backlog spread over 5 biennia
• Approx. $70 million per biennium
Slide 35
Next Steps
• Feedback from Legislature, NDDOT,
and counties
• Written report/documentation (July
8)
• Detailed maps and data tables
posted on webpage (July 8)
• Additional study requests
Slide 36
Questions?
Denver Tolliver
701-231-7190
denver.tolliver@ndsu.edu
www.ugpti.org/
Addendum
• Consideration of converting very
high traffic (500+ trucks/day)gravel
miles to asphalt
• 37 miles @ $1.5 million/mile = $58M
Slide 38
Category 2014 Dollars
2015-2016 Biennium
Gravel Needs $548M
Gravel to Pavement $58M
Paved Needs $377M
Total Road Needs $983M

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Infrastructure Needs: North Dakota’s County, Township, & Tribal Roads & Bridges, 2015-2034

  • 1. Infrastructure Needs: North Dakota’s County, Township, & Tribal Roads & Bridges 2015-2034 June 25, 2014 Upper Great Plains Transportation Institute North Dakota State University
  • 2. Contents • History/purpose of road studies • Data collection/field studies • Major factors influencing results • Analysis procedures/models • Results and distributions of impacts – Region – Time period • Next steps Slide 2
  • 3. Road Infrastructure Studies • 2010 study: UGPTI estimated road investment needs for the 2011 session – 21,500 new wells & increased ag. production • 2012 study: updated investment needs – 46,000 new wells, ag. production, & initial bridge study • Current study: more comprehensive data – Higher roadway costs, ag. production, & 60,000 new wells Slide 3
  • 4. Study Horizon • 20 year time frame • Traffic and investment needs estimated annually • Results summarized by: – Biennium – Region • Detailed results (by) – County – Jurisdiction Slide 4
  • 5. pg. 5 Key Factors in Road Study (1) Oil and Gas Agriculture Number of wells Cultivated acres Well locations Crop mix Production rate/curve Yield Inputs/outputs Crop densities Gathering pipeline Elevator network
  • 6. Key Factors in Road Study (2) Slide 6 Traffic Road Truck trips Surface type Truck axles/weights Width & design ESALs Age & condition Avg. Daily Traffic Soil
  • 7. pg. 7 Data Sources (1) Oil production ND Oil & Gas Division Pipeline/transload network ND Pipeline Authority Base road network NDDOT GIS Hub Crop production USDA-NASS Elevator demand ND PSC
  • 8. pg. 8 Data Sources (2) Traffic Vehicle counts and classifications Surveys/elevator reports Paved road condition Pathways/surveys Paved road structure Falling Weight Deflector Ground Penetrating Radar Unpaved roads Surveys
  • 10. Pavement Data Collection • Condition data – NDDOT Pathway van – Summer/fall 2013 – 4,786 miles of paved county roads • Pavement and shoulder width data – Scaled from video images – 4500 miles Slide 10
  • 12. Pavement Data Collection • Non-destructive testing - verify prior estimates on subgrade strength – Falling Weight Deflectometer (FWD) and Ground Penetrating Radar (GPR) – Western ND – all rural pavements not recently improved, not under construction, and not in failure state (785 mi) – Eastern ND – selected based on agricultural production facilities and other major traffic generators (734 mi) Slide 12
  • 13. Modeled Movements • Agriculture – Wheat (including durum), corn, soybeans, barley, canola, sunflowers, sugar beets, potatoes, & beans – Fertilizer movements – Transshipments • Oil Exploration/Production – Freshwater, sand, equipment, supplies, pipe, outbound saltwater, & outbound crude oil Slide 13
  • 14. Agriculture Production Forecasts • Production data: ND-NASS • Production estimated at township level • Elevator and plant demands from NDPSC and industry groups • Forecasts of future production, yield and mix derived from multiple sources – USDA/NASS – NDSU/Extension – Industry Slide 14
  • 15. Oil Development • 2,300 truck trips per new well (drilling related) – 3 million gallons of freshwater – 4 million pounds of sand • Initial production (IP) rate varies by county • Outbound oil to transload locations – Base year: 67% truck, 33% pipe – 2024: 20% truck, 80% pipe, – 2,400 new miles of gathering pipeline/year Slide 15
  • 16. Forecasting/Modeling Process Slide 16 Trips generated Trips originated or terminated E.g., wells and farms Trips attracted Rail & pipeline transfer facilities Grain elevators Routes taken Fastest path Truck trips: segment Oil-related, ag.-related, other Calibration Traffic data Truck types and loads Annual ESALs
  • 17. Oil Exploration Traffic Projections Slide 17 Example of predicted traffic flows over road network Crude oil movements
  • 18. Crop Movement Projections - Wheat Slide 18
  • 19. Unpaved Road Analysis • Unpaved road miles grouped by traffic volume categories • “Normal” practices established for each county based upon traffic observations and reported maintenance practices • For traffic volumes above normal levels responses for oil impacted roads used to establish upper categories of maintenance Slide 19
  • 20. Unpaved Improvement Types • Traffic Category Improvement – Low: low volume average – Baseline: county average – Elevated: county average increased by 50% – Moderate: county average increased by 100% – High: county average increased by 150%, dust suppressant – Very high: county average increased by 200%, dust suppressant Slide 20
  • 21. To Pave or Not? • Conversion of gravel roads to hot mix asphalt (HMA) not directly considered, except for highest traffic roads • Needs for the significantly increased gravel maintenance may be sufficient for paving of some road segments • Surface type choice left to county – Reflect practices and local issues – Coordination with an overall planning effort Slide 21
  • 22. Life Cycle Cost Comparison Slide 22
  • 23. Slide 23 Unpaved Road Investment Needs (millions) Period Statewide Oil Patch Non-Oil 2015-2016 $548.0 $299.4 $248.6 2017-2018 $547.9 $299.2 $248.7 2019-2020 $547.5 $298.6 $248.9 2021-2022 $545.6 $296.6 $249.0 2023-2024 $541.9 $292.7 $249.2 2025-2034 $2,667.5 $1,422.9 $1,244.6 2015-2034 $5,398.4 $2,909.4 $2,489.0
  • 24. Paved Road Analysis Steps • AASHTO 1993 Design Guide • Predict year & type of improvement • Improvement threshold based on pavement condition • Year of improvement based on: – Existing structural capacity – Existing condition – Forecasted ESALs Slide 24
  • 25. 25 0.645 1 1.47 2.09 2.89 Single Axle Load in Thousand Pounds 16 18 20 22 24 0 0.5 1 1.5 2 2.5 3 ESAL Factors: Single Axle
  • 26. Paved Road Improvements/Maint. • Improvement type – Overlay – Sliver widening – Reconstruction – Mine & blend • Normal maintenance – Chip seals – Crack sealing and patching – Other Slide 26
  • 27. Paved Road Improvement Criteria • Reconstruction – Condition and traffic volume – Subgrade modulus – Rutting • Mine & Blend – Condition and traffic volume – Widening needed but thin/weak base • Overlay – Pavement condition Slide 27
  • 28. 28 Pavement Serviceability Rating (PSR) PSR Range General Rating 5 to 4 Very Good 4 to 3 Good 3 to 2 Fair 2 to 1 Poor 1 to 0 Very Poor
  • 29. 29 Effects of Soil Support Resilient Modulus (thousand psi) 4 5 6 7 8 9 10 0 0.1 0.2 0.3 0.4 0.5 0.6
  • 30. pg. 30 Paved Road Improvements Type Miles Percent Resurface 5,005 88.1% Reconstruct 253 4.5% Mine/Blend 219 3.9% Widen 201 3.5%
  • 31. pg. 31 Paved Road Investment Needs (millions) Period Statewide Oil Patch Non-Oil 2015-2016 $377 $186 $191 2017-2018 $323 $120 $203 2019-2020 $285 $158 $127 2021-2022 $236 $133 $103 2023-2024 $138 $52 $86 2025-2034 $1,326 $513 $812 2015-2034 $2,685 $1,162 $1,522
  • 32. Bridge Analysis • NBI: county and local • Open bridges (other than culverts): 2,556 • Not considered: recently replaced or minimum maintenance roads • Improvements considered: replacement or rehabilitation • Maintenance Slide 32
  • 33. Bridges Costs (1) • Unit cost model – Based on 2011-2014 NDDOT bid reports – Discussed with NDDOT & counties – Includes approach roadway, engineering, etc. • Replacement cost projections: – Bridges: $250-$275/sf. deck area – Culverts: $400,000-$600,000 /project Slide 33
  • 34. Bridges Costs (2) • Rehabilitation – Deck widening 50% replacement cost – Deck replacement 45% replacement cost • Preventive maintenance – Annualized maintenance cost $0.24 per sq. ft./year – $0.29 per sq. ft. deck washing/sealing Slide 34
  • 35. Bridge Investment Needs • 2015-2034: $327 million • 77% of costs for replacements • Backlog of 480+ bridges • Backlog spread over 5 biennia • Approx. $70 million per biennium Slide 35
  • 36. Next Steps • Feedback from Legislature, NDDOT, and counties • Written report/documentation (July 8) • Detailed maps and data tables posted on webpage (July 8) • Additional study requests Slide 36
  • 38. Addendum • Consideration of converting very high traffic (500+ trucks/day)gravel miles to asphalt • 37 miles @ $1.5 million/mile = $58M Slide 38 Category 2014 Dollars 2015-2016 Biennium Gravel Needs $548M Gravel to Pavement $58M Paved Needs $377M Total Road Needs $983M