IS 49 S over CRD GOODIN HOLLOW RD, GO
Map
Coordinates:
+36.57109, -94.3874436°34'16" N, 94°23'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IS 49 S over CRD GOODIN HOLLOW RD, GO |
Structure number: | 30871 |
Location: | S 3 T 21 N R 32 W |
Purpose: | Carries highway over highway and waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 109.9 ft. [33.5 m] |
Total length: | 400.6 ft. [122.1 m] |
Roadway width between curbs: | 54.1 ft. [16.5 m] |
Deck width edge-to-edge: | 56.8 ft. [17.3 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2005 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 4 |
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: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,291 [as of 2017] |
Truck traffic: | 21% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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: | 96.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Very Good | Very Good | 5291 | 96.5 |
October 2016 | Fair | Satisfactory | Excellent | Excellent | 5092 | 96.5 |
October 2014 | Good | Good | Excellent | Excellent | 4476 | 96.6 |
November 2012 | Good | Good | Excellent | Excellent | 4489 | 96.6 |
January 2011 | Good | Good | Excellent | Excellent | 7463 | 96.3 |
January 2009 | Good | Good | Excellent | Excellent | 7401 | 96.3 |
February 2008 | Good | Good | Excellent | Excellent | 7854 | 96.3 |
April 2005 | Good | Excellent | Excellent | Excellent | 11456 | 95.9 |
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. | 2,374 | 2,374 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 33,913 | 33,913 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 22,668 | 19,368 | 1,200 | 2,100 | 0 |
Substructure |
Reinforced Concrete Column | each | 9 | 9 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 176 | 144 | 32 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 156 | 156 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 566 | 566 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 18 | 18 | 0 | 0 | 0 |
Enclosed/Concealed Bearing | each | 12 | 12 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 924 | 724 | 200 | 0 | 0 |