SH 136 WB over FM 1559 & ATSF RR
Map
Coordinates:
+35.65487, -101.4330735°39'18" N, 101°25'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 136 WB over FM 1559 & ATSF RR |
Structure number: | 041180037901024 |
Location: | 2.0 MI W OF SH 207 |
Purpose: | Carries highway overpass over highway and railroad |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 90.9 ft. [27.7 m] |
Total length: | 300.9 ft. [91.7 m] |
Roadway width between curbs: | 37.1 ft. [11.3 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 48° |
Owner: | State Highway Agency [01] |
Year built: | 1987 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 4 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,310 [as of 2013] |
Truck traffic: | 8% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 97.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Good | Good | Satisfactory | 6310 | 97.4 |
November 2015 | Good | Good | Good | Good | 6310 | 98.4 |
November 2013 | Good | Good | Very Good | Good | 6500 | 98.4 |
February 2012 | Good | Good | Very Good | Good | 6050 | 98.4 |
March 2010 | Good | Good | Very Good | Good | 6800 | 98.4 |
February 2008 | Good | Good | Very Good | Good | 5900 | 98.5 |
February 2006 | Good | Good | Very Good | Good | 6100 | 99.4 |
February 2004 | Good | Good | Very Good | Good | 5250 | 99.5 |
February 2002 | Good | Good | Very Good | Good | 5450 | 99.5 |
March 2000 | Good | Good | Very Good | Good | 5200 | 99.5 |
March 1998 | Good | Very Good | Very Good | Good | 5300 | 99.5 |
February 1996 | Good | Very Good | Very Good | Good | 5300 | 99.5 |
February 1994 | Good | Good | Very Good | Good | 5400 | 99.6 |
May 1992 | Good | Very Good | Very Good | Good | 4750 | 99.6 |
April 1990 | Good | Good | Very Good | Good | 5250 | 99.6 |