SH 136 over Rock Creek
Map
Coordinates:
+35.70667, -101.4146135°42'24" N, 101°24'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 136 over Rock Creek |
Structure number: | 041180035601059 |
Location: | 1.4 mi N of Borger city l |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 109.9 ft. [33.5 m] |
Total length: | 305.1 ft. [93.0 m] |
Roadway width between curbs: | 71.5 ft. [21.8 m] |
Deck width edge-to-edge: | 74.2 ft. [22.6 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 2014 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,000 [as of 2012] |
Truck traffic: | 35% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 96.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Good | Good | 4000 | 96.4 |
November 2015 | Good | Good | Very Good | Good | 4000 | 96.4 |
June 2014 | Good | Very Good | Excellent | Very Good | 4000 | 78.6 |