US 380 over FOUR MILE CREEK
Map
Coordinates:
+33.16089, -100.8502933°09'39" N, 100°51'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 380 over FOUR MILE CREEK |
Structure number: | 081320029802006 |
Location: | 3.8 MI E OF FM 1081 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 109.9 ft. [33.5 m] |
Total length: | 109.9 ft. [33.5 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 45.9 ft. [14.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2007 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span 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: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 710 [as of 2013] |
Truck traffic: | 20% 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: | Superior to present desirable criteria [9] |
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: | 98.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Good | Good | Good | 710 | 98.8 |
May 2015 | Good | Good | Good | Good | 710 | 97.0 |
June 2013 | Good | Good | Good | Good | 670 | 97.2 |
May 2011 | Good | Good | Good | Good | 800 | 96.7 |
March 2009 | Good | Good | Good | Good | 700 | 97.1 |
March 2007 | Good | Good | Good | Good | 580 | 95.5 |