US 277 over FINNEGAN DRAW
Map
Coordinates:
+30.92308, -100.5843130°55'23" N, 100°35'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 277 over FINNEGAN DRAW |
Structure number: | 072070015904029 |
Location: | 4.65 MI N OF US 190 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 212.9 ft. [64.9 m] |
Roadway width between curbs: | 41.0 ft. [12.5 m] |
Deck width edge-to-edge: | 44.3 ft. [13.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 7 |
Main spans material: | Concrete [1] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,580 [as of 2013] |
Truck traffic: | 13% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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: | 84.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Satisfactory | Good | 3580 | 84.3 |
July 2016 | Fair | Satisfactory | Satisfactory | Good | 3580 | 84.3 |
July 2014 | Fair | Good | Satisfactory | Good | 3400 | 86.6 |
July 2012 | Fair | Good | Satisfactory | Good | 3400 | 85.6 |
July 2010 | Good | Good | Good | Good | 3800 | 91.0 |
July 2008 | Good | Good | Good | Good | 4100 | 92.0 |
July 2006 | Good | Good | Good | Good | 3700 | 93.0 |
July 2004 | Good | Good | Good | Good | 3700 | 89.8 |
June 2002 | Good | Very Good | Good | Good | 3300 | 90.8 |
July 2000 | Good | Very Good | Good | Good | 3200 | 93.8 |
September 1998 | Good | Very Good | Good | Good | 3600 | 94.8 |
August 1996 | Good | Very Good | Very Good | Good | 3400 | 94.8 |
October 1994 | Good | Very Good | Good | Good | 3400 | 94.8 |
July 1992 | Good | Very Good | Very Good | Good | 3100 | 94.1 |
July 1990 | Good | Very Good | Very Good | Very Good | 3300 | 94.1 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Deck |
Reinforced Concrete Top Flange | sq. ft. | 9,394 | 9,394 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 18 | 18 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 88 | 82 | 6 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 264 | 250 | 12 | 2 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 420 | 420 | 0 | 0 | 0 |