US 87 NB over North Big Blue Creek
Map
Coordinates:
+35.78693, -101.9582035°47'13" N, 101°57'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 87 NB over North Big Blue Creek |
Structure number: | 041710006605029 |
Location: | 7.0 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: | 121.1 ft. [36.9 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1957 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 4 |
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: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
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: | 93.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 5320 | 93.3 |
September 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 5320 | 93.3 |
September 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 4250 | 94.6 |
March 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 5000 | 93.7 |
March 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 4700 | 94.1 |
March 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 4200 | 94.7 |
March 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 4900 | 90.8 |
March 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 5000 | 90.7 |
April 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 4400 | 81.5 |
May 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 4000 | 81.1 |
June 1998 | Fair | Good | Good | Satisfactory | 3950 | 81.2 |
June 1996 | Fair | Satisfactory | Good | Good | 3950 | 81.2 |
June 1994 | Fair | Satisfactory | Good | Good | 3700 | 80.4 |
June 1992 | Fair | Satisfactory | Good | Good | 3300 | 88.7 |
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. | 1,820 | 1,740 | 30 | 50 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 5,180 | 5,017 | 0 | 163 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 86 | 74 | 12 | 0 | 0 |
Reinforced Concrete Pile | each | 18 | 9 | 9 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 129 | 46 | 83 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 244 | 244 | 0 | 0 | 0 |