PAVILION BLVD. over MALLARD CREEK
Map
Coordinates:
+35.33214, -80.7158635°19'56" N, 80°42'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | PAVILION BLVD. over MALLARD CREEK |
Structure number: | 000000001191017 |
Location: | .2 MI.S.JCT.US29 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 272.0 ft. [82.9 m] |
Roadway width between curbs: | 51.8 ft. [15.8 m] |
Deck width edge-to-edge: | 65.9 ft. [20.1 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 6 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,300 [as of 2012] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Operating rating: | 49.0 tons [44.5 metric tons] |
Inventory rating: | 28.9 tons [26.3 metric tons] |
Sufficiency rating: | 77.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
April 2016 | 77.2 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 7300 |
April 2014 | 76.0 | Fair | Satisfactory | Good | Good | - | 7300 |
April 2012 | 79.8 | Good | Good | Good | Good | FO | 1000 |
April 2010 | 58.6 | Good | Good | Good | Good | FO | 1000 |
April 2008 | 58.6 | Good | Good | Good | Good | FO | 1000 |
June 2006 | 58.6 | Good | Good | Good | Good | FO | 1000 |
May 2004 | 58.6 | Good | Good | Good | Very Good | FO | 1000 |