New Hampshire: Route 3A Bridge Over the Newfound River, Bristol

Details

• Corporate Creators:
  United States. Federal Highway Administration
• Corporate Contributors:
  Turner-Fairbank Highway Research Center
• Subject/TRT Terms:
  • Concrete bridges
  • Beams
  • Bridges
  • Compressive strength
  • Design build construction
  • Design
  • Girder bridges
  • High performance concrete
  • Prestressed concrete bridges
  • Prestressed concrete
  More +
• Publication/ Report Number:
  FHWA-RD-00-120
• Resource Type:
  Tech Report
• Geographical Coverage:
  New Hampshire
• Corporate Publisher:
  United States. Federal Highway Administration
• Abstract:
  The HPC bridge is a simple-span structure, 18.3 m (60 ft) long. The bridge consists of two travel lanes, shoulders, and one sidewalk. The bridge superstructure is 12.0 m (39.5 ft) wide and consists of four New England Bulb-Tee (NEBT) prestressed concrete girders spaced 3.5 m (11.5 ft) on center, with a 229-mm- (9-in-) thick deck. The NEBT girder section, which was recently developed for the region as a new economical section, incorporates the use of HPC and 15-mm- (0.6-in-) diameter low-relaxation prestressing strands. The bridge deck consists of 89-mm- (3.5-in-) thick precast prestressed deck panels overlaid with 140 mm (5.5 in) of castin-place HPC concrete. Conventional concrete, 28 MPa (4000 psi), was used in the at-grade approach slabs for comparison purposes.
• Format:
  PDF
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/40065/dot_40065_DS1.pdf
• File Type:
  [PDF - 52.40 KB]
• Collection(s):
  Federal Highway Administration
• Main Document Checksum:
  urn:sha-512:fb844e20345ce07e5971f67a2bb6b920c2b8abece78ee8a1a85ea822833b405991b6617fa472531b0fee63cfdf443356ee62196664b673a59a8e7162417e7644