US 77 NB over RADICHA CREEK
Map
Coordinates:
+27.34762, -97.8291027°20'51" N, 97°49'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 77 NB over RADICHA CREEK |
Structure number: | 161370010204076 |
Location: | 0.5 MI N OF FM 628 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 44.3 ft. [13.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1976 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,290 [as of 2013] |
Truck traffic: | 26% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 89.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Very Good | Very Good | Good | 8290 | 89.9 |
July 2016 | Good | Very Good | Very Good | Good | 8290 | 90.7 |
July 2014 | Good | Very Good | Very Good | Good | 8550 | 96.2 |
August 2012 | Good | Very Good | Very Good | Good | 8550 | 97.2 |
June 2010 | Good | Very Good | Very Good | Very Good | 10500 | 96.0 |
June 2008 | Good | Very Good | Very Good | Very Good | 11500 | 95.9 |
May 2006 | Good | Very Good | Very Good | Very Good | 9550 | 96.1 |
March 2004 | Good | Very Good | Very Good | Very Good | 9000 | 97.2 |
January 2002 | Good | Very Good | Very Good | Very Good | 7450 | 97.3 |
February 2000 | Good | Very Good | Very Good | Very Good | 7200 | 97.3 |
January 1998 | Good | Very Good | Very Good | Very Good | 5500 | 97.5 |
January 1996 | Good | Very Good | Very Good | Very Good | 5600 | 97.6 |
November 1993 | Good | Very Good | Good | Very Good | 5450 | 97.6 |
November 1991 | Good | Very Good | Very Good | Very Good | 5050 | 97.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 660 | 660 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,658 | 2,658 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 90 | 88 | 2 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 22 | 22 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 120 | 120 | 0 | 0 | 0 |