Performance of HBP vs PCC Pavement

All three segments of the completed roadway show no distress and have a good ride. There were some difficulties paving the HBP and the HBP wearing course has some construction joints that contribute to ride roughness. The placement of the PCC pavement had few problems. There are some edge drains in the PCC segments that may not be draining sufficiently. HBP had the lowest cost of initial construction and PCC pavement with HBP shoulders had the next lowest cost.

• Supplemental Notes:
  • Fifth Evaluation Report

Language

• English

Project

• Status: Active
• Contract Numbers:

  ND 2002-02

  NH-8-013(030)380

• Sponsor Organizations:

  North Dakota Department of Transportation

  300 Airport Road
  Bismarck, ND  United States  58505
• Project Managers:

  Henrichs, Steven

• Performing Organizations:

  North Dakota Department of Transportation

  300 Airport Road
  Bismarck, ND  United States  58505
• Principal Investigators:

  Henrichs, Steven

• Start Date: 20021100
• Expected Completion Date: 20200131
• Actual Completion Date: 20121100
• Source Data: RiP Project 9844

Subject/Index Terms

• TRT Terms: Edge drains; Joint construction; Pavement distress; Pavement performance; Portland cement concrete; Research projects; Ride quality; Roughness; Shoulder
• Geographic Terms: North Dakota
• Subject Areas: Construction; Design; Research; I30: Materials;

Filing Info

• Accession Number: 01458761
• Record Type: Research project
• Source Agency: North Dakota Department of Transportation
• Contract Numbers: ND 2002-02, NH-8-013(030)380
• Files: RiP, STATEDOT
• Created Date: Jan 3 2013 12:49PM