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0-6748: Best Practice for Flexible Pavement
Structure Widening Projects
Introduction
Project Purpose
• Objective: identify best practices for
improving pavement performance on projects
involving widening of narrow pavement
structures
Reasons for Widening
• Reasons:
– Improve safety
• Edge failures & vehicle control
• Greater traffic separation
– Enhance pavement performance
• Edges deteriorating from softening due
to poor drainage
• Reduce rutting due to tire loads at edges
Other Reasons?
• Narrow widening: adding 1 - 6 ft.
width to shoulder
Construction Challenges
• Narrow work areas
• Variable subgrade support
• Surface and subsurface drainage
• Potential need for acquisition of additional ROW
• Keeping time short per task to maintain traffic flow
• Narrow widening equipment not worth purchase
• Project choices can depend on funding source
– CAT1, CAT8, RMC, In House
Failures
• Difference between old and new structure
– Differences in thickness, material properties, and
compaction
– Can result in:
• Rutting in existing or new pav’t
• Uneven settlements
• Cracking
• Different load bearing capacities for both structures
(Varin & Saarenketo, 2012)
Failures
• Joint construction and location
– Should not be placed under/near wheel path
– Traffic loading can cause reflection cracking
(Varin & Saarenketo, 2012)
Failures
• Settlement
– Sufficient compaction of new structure
else, differential settlement could occur
(Varin & Saarenketo, 2012)
Failures
• Moisture penetration
– Should:
• Maintain lateral drainage within pavement structure
• Proper Selection of base materials key
• Good Construction Inspection
– Else, can cause:
• Moisture penetration - base, subgrade softening
• Swelling and heave of heavy clays
(Varin & Saarenketo, 2012)
Failures
• Drainage
– Maintain sufficient pavement surface drainage
– Can result in:
• decreased bearing capacity
• Edge deformation
• Ponding of water (accelerates deformation - safety)
(Varin & Saarenketo, 2012)
Failures
• Slope stability
– Should ensure stability of side
slopes (inner & outer)
– Problems if ROW space is limited
– If steep inner slope:
• Could result in poor compaction of
widened section
– cause shear failure & edge
deformation
– Structure widening a challenge
Workshop Webinar
• Webinar Purpose:
– Obtain expert opinions
– Experience in pavement widening projects
• TxDOT personnel & transportation agencies
• Industry representatives
• Contractors
• Construction equipment manufacturers
Workshop Webinar
• Contractors, construction equipment
manufacturers & suppliers, & construction
industry representatives
– Identify construction projects performed well/not well
– Good practices
– Guidelines, specifications, standards
– Equipment
• TxDOT Districts
– Discuss projects that performed well/not well
– Good practices
– Guidelines, specifications, standards

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Narrow Pavement Widening - Best Practices

  • 1. 0-6748: Best Practice for Flexible Pavement Structure Widening Projects Introduction
  • 2. Project Purpose • Objective: identify best practices for improving pavement performance on projects involving widening of narrow pavement structures
  • 3. Reasons for Widening • Reasons: – Improve safety • Edge failures & vehicle control • Greater traffic separation – Enhance pavement performance • Edges deteriorating from softening due to poor drainage • Reduce rutting due to tire loads at edges Other Reasons? • Narrow widening: adding 1 - 6 ft. width to shoulder
  • 4. Construction Challenges • Narrow work areas • Variable subgrade support • Surface and subsurface drainage • Potential need for acquisition of additional ROW • Keeping time short per task to maintain traffic flow • Narrow widening equipment not worth purchase • Project choices can depend on funding source – CAT1, CAT8, RMC, In House
  • 5. Failures • Difference between old and new structure – Differences in thickness, material properties, and compaction – Can result in: • Rutting in existing or new pav’t • Uneven settlements • Cracking • Different load bearing capacities for both structures (Varin & Saarenketo, 2012)
  • 6. Failures • Joint construction and location – Should not be placed under/near wheel path – Traffic loading can cause reflection cracking (Varin & Saarenketo, 2012)
  • 7. Failures • Settlement – Sufficient compaction of new structure else, differential settlement could occur (Varin & Saarenketo, 2012)
  • 8. Failures • Moisture penetration – Should: • Maintain lateral drainage within pavement structure • Proper Selection of base materials key • Good Construction Inspection – Else, can cause: • Moisture penetration - base, subgrade softening • Swelling and heave of heavy clays (Varin & Saarenketo, 2012)
  • 9. Failures • Drainage – Maintain sufficient pavement surface drainage – Can result in: • decreased bearing capacity • Edge deformation • Ponding of water (accelerates deformation - safety) (Varin & Saarenketo, 2012)
  • 10. Failures • Slope stability – Should ensure stability of side slopes (inner & outer) – Problems if ROW space is limited – If steep inner slope: • Could result in poor compaction of widened section – cause shear failure & edge deformation – Structure widening a challenge
  • 11. Workshop Webinar • Webinar Purpose: – Obtain expert opinions – Experience in pavement widening projects • TxDOT personnel & transportation agencies • Industry representatives • Contractors • Construction equipment manufacturers
  • 12. Workshop Webinar • Contractors, construction equipment manufacturers & suppliers, & construction industry representatives – Identify construction projects performed well/not well – Good practices – Guidelines, specifications, standards – Equipment • TxDOT Districts – Discuss projects that performed well/not well – Good practices – Guidelines, specifications, standards