Welcome to ROSA P |
Stacks Logo
Advanced Search
Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.
 
 
Help
Clear All Simple Search
Advanced Search
Accelerated bridge paint test program.
  • Published Date:
    2011-07-06
  • Language:
    English
Filetype[PDF-36.99 MB]


This document cannot be previewed automatically as it exceeds 5 MB
Please click the thumbnail image to view the document.
Accelerated bridge paint test program.
Details:
  • Creators:
    Little, Sherry
  • Corporate Creators:
    Pennsylvania. Dept. of Transportation. Bureau of Planning and Research
  • Subject/TRT Terms:
  • Resource Type:
    Tech Report
  • Geographical Coverage:
    Pennsylvania
  • OCLC Number:
    795249621
  • Edition:
    Final report.
  • Corporate Publisher:
    Pennsylvania. Dept. of Transportation
  • NTL Classification:
    NTL-HIGHWAY/ROAD TRANSPORTATION-Bridges and Structures
  • Abstract:
    The accelerated bridge paint (AB-Paint) program evaluated a new Sherwin-Williams two-coat, fast-curing paint system. The system is comprised of an organic zinc-rich primer (SW Corothane I Galvapac One-Pack Zinc-Rich Primer B65 G11) and a polyurea-modified high-build urethane finish coat (SW Fast Clad Urethane B65950 Series). The two-coat system would be a replacement or alternative for the current three-coat paint system (i.e., zinc-rich primer/epoxy intermediate/ urethane finish) approved in Bulletin 15. The accelerated bridge painting technology could provide a material cost benefit by applying only two coats instead of three. There was the potential that the blasting, primer and topcoat could be placed during a work shift, which would result in reduced labor cost. There would also be benefit to the traveling public with shorter traffic interruption and inconvenience with the accelerated technology.
  • Format:
    PDF
  • Funding:
    2005-051
  • Collection(s):
    US Transportation Collection
  • Main Document Checksum:
  • Supporting Files:
    No Additional Files
No Related Documents.
You May Also Like:
  1. Validation Report: Traffic Noise Model 3.0
    Published Date:
    2020-12-31
    Abstract:
    The Federal Highway Administration (FHWA) with the assistance of the Volpe Center Acoustics Facility conducted a study to quantify the agreement of FHWA’s Traffic Noise Model Version 3.0 (TNM 3.0) with measured highway noise data and with predictio...
    File Type:
    Filetype[PDF - 20.62 MB]
  2. Methodology for Load Rating Double-Tee Bridges
    Published Date:
    2019-07-01
    Abstract:
    Tee Bridges The most common type of bridge on South Dakota local roads is a precast prestressed double-tee (DT) girder bridge. More than 700 DT bridges are currently in-service in South Dakota. Structural detailing, aging, traffic volume, and environ...
    File Type:
    Filetype[PDF - 35.31 MB]
  3. Field Implementation of Direction Rumble Strips for Deterring Wrong-Way Entries
    Published Date:
    2019-07-01
    Abstract:
    This report presents the field implementation results of three directional rumble strip (DRS) patterns designed to deter wrong-way (WW) freeway entries. Southbound off-ramps at Exits 208 and 284 on I-65 in Alabama were selected for implementation bec...
    File Type:
    Filetype[PDF - 8.80 MB]
  4. Application of Microbial Induced Calcite Precipitation to Stabilize Florida High-Organic Matter Soils for Roadway Construction [Research Brief]
    Published Date:
    2019-06-01
    Abstract:
    Florida is well known for its lush greenery. This abundant plant life results in soils that are rich in organic matter. That’s good in a garden, but not as good for carrying roads. Decay of organic material in soils makes the soils more compressibl...
    File Type:
    Filetype[PDF - 414.77 KB]
  5. Evaluation of the Terminal Boulevard (SR 406) Concrete Rubblization Project
    Published Date:
    2019-06-01
    Abstract:
    In 2016, the Virginia Department of Transportation (VDOT) executed a contract to reconstruct portions of Terminal Boulevard (SR 406) in Norfolk. The work consisted of rubblizing the existing continuously reinforced concrete pavement and placing 6 in....
    File Type:
    Filetype[PDF - 933.83 KB]