US 87 NB over Little Blue Creek
Map
Coordinates:
+35.73942, -101.9648335°44'22" N, 101°57'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 87 NB over Little Blue Creek |
Structure number: | 041710006605019 |
Location: | 3.5 Mi N of SH 354 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 182.1 ft. [55.5 m] |
Roadway width between curbs: | 37.1 ft. [11.3 m] |
Deck width edge-to-edge: | 39.7 ft. [12.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1958 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 6 |
Main spans material: | Concrete [1] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,320 [as of 2013] |
Truck traffic: | 3% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 80.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Fair | Fair | Satisfactory | 5320 | 80.2 |
September 2015 | Fair | Fair | Fair | Satisfactory | 5320 | 80.2 |
September 2013 | Fair | Satisfactory | Fair | Satisfactory | 4250 | 77.4 |
March 2012 | Fair | Satisfactory | Fair | Satisfactory | 5000 | 76.2 |
March 2010 | Fair | Satisfactory | Fair | Satisfactory | 4700 | 76.7 |
March 2008 | Fair | Satisfactory | Fair | Satisfactory | 4200 | 77.5 |
March 2006 | Fair | Satisfactory | Satisfactory | Good | 4900 | 91.8 |
March 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 5000 | 90.7 |
April 2002 | Fair | Fair | Fair | Satisfactory | 4400 | 68.3 |
May 2000 | Fair | Fair | Fair | Good | 4000 | 69.0 |
April 1998 | Good | Good | Good | Good | 3950 | 82.2 |
June 1996 | Fair | Fair | Satisfactory | Good | 3950 | 81.1 |
June 1994 | Fair | Satisfactory | Satisfactory | Good | 3700 | 81.4 |
June 1992 | Fair | Satisfactory | Satisfactory | Good | 3350 | 90.7 |
April 1990 | Fair | Good | Satisfactory | Good | 3100 | 91.0 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 2,544 | 2,051 | 220 | 273 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 7,218 | 338 | 5,670 | 1,210 | 0 |
Substructure |
Reinforced Concrete Column | each | 15 | 7 | 8 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 80 | 30 | 43 | 7 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 200 | 102 | 93 | 5 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 366 | 366 | 0 | 0 | 0 |