S.H. 50B over CREEK
Map
Coordinates:
+36.44957, -99.2066136°26'58" N, 99°12'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S.H. 50B over CREEK |
Structure number: | 006040000000000 |
Old structure number: | 7715 0424 X (from 1992 edition) |
Location: | 0.1 MI W JCT SH 50 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 33.1 ft. [10.1 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1918 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: July 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 500 [as of 2015] |
Truck traffic: | 15% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Operating rating: | 59.8 tons [54.4 metric tons] |
Inventory rating: | 36.0 tons [32.7 metric tons] |
Sufficiency rating: | 96.9 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $644,000 |
Previous Inspections
Date | Suff. Rating | Condition | Culvert Condition | SD/FO | ADT |
---|
July 2016 | 96.9 | Fair | 6 out of 10 | - | 500 |
October 2014 | 96.9 | Fair | 6 out of 10 | - | 500 |
August 2012 | 96.9 | Fair | 6 out of 10 | - | 500 |
November 2010 | 85.9 | Fair | 5 out of 10 | - | 310 |
January 2008 | 69.9 | Poor | 4 out of 10 | SD | 310 |
February 2005 | 69.8 | Poor | 4 out of 10 | SD | 450 |
October 2002 | 96.9 | Fair | 6 out of 10 | - | 440 |
September 2001 | 96.9 | Fair | 6 out of 10 | - | 460 |
January 1999 | 96.9 | Good | 7 out of 10 | - | 460 |
September 1996 | 96.9 | Good | 7 out of 10 | - | 450 |
November 1994 | 96.9 | Good | 7 out of 10 | - | 380 |
February 1993 | 96.9 | Fair | 6 out of 10 | - | 350 |
February 1991 | 96.9 | Fair | 6 out of 10 | - | 350 |