COUNTY ROAD 34.5 over ARKANSAS RIVER
Map
Coordinates:
+38.09333, -102.7683138°05'36" N, 102°46'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD 34.5 over ARKANSAS RIVER |
Structure number: | BT34-345-31-46A |
Location: | .7 MI S OF CR JJ |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 135.5 ft. [41.3 m] |
Total length: | 374.0 ft. [114.0 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1994 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 136 [as of 2018] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 86.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Good | Satisfactory | Fair | 136 | 86.9 |
January 2016 | Fair | Good | Satisfactory | Fair | 81 | 87.9 |
January 2014 | Fair | Good | Satisfactory | Fair | 81 | 87.9 |
January 2012 | Fair | Good | Satisfactory | Satisfactory | 170 | 97.9 |
February 2010 | Fair | Good | Satisfactory | Satisfactory | 170 | 98.9 |
January 2010 | Fair | Good | Satisfactory | Satisfactory | 174 | 98.8 |
January 2008 | Fair | Good | Satisfactory | Good | 174 | 98.8 |
February 2006 | Good | Good | Good | Good | 174 | 98.8 |
January 2004 | Good | Good | Good | Good | 174 | 98.8 |
May 2001 | Good | Good | Good | Good | 156 | 98.9 |
February 1999 | Good | Very Good | Good | Good | 156 | 98.9 |
June 1997 | Good | Very Good | Very Good | Very Good | 156 | 98.9 |
July 1995 | Good | Very Good | Very Good | Very Good | 80 | 99.9 |
October 1994 | Good | Excellent | Excellent | Excellent | 80 | 99.9 |
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 |
Steel Girder/Beam | linear ft. | 1,122 | 615 | 475 | 32 | 0 |
Steel Protective Coating | sq. ft. | 1,122 | 100 | 622 | 400 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 10,659 | 10,659 | 0 | 0 | 0 |
Substructure |
Steel Column | each | 12 | 0 | 6 | 6 | 0 |
Steel Protective Coating | sq. ft. | 12 | 12 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 57 | 57 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 57 | 54 | 3 | 0 | 0 |
Joints |
Open Joint | linear ft. | 57 | 28 | 29 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 12 | 12 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 748 | 747 | 1 | 0 | 0 |
Steel Protective Coating | sq. ft. | 748 | 748 | 0 | 0 | 0 |