FM 1943 over HICKORY CREEK
Map
Coordinates:
+30.61424, -94.4645530°36'51" N, 94°27'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 1943 over HICKORY CREEK |
Structure number: | 202290182802011 |
Location: | 3.30 MI W OF US 69 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 190.0 ft. [57.9 m] |
Roadway width between curbs: | 34.5 ft. [10.5 m] |
Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2008 |
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: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 590 [as of 2013] |
Truck traffic: | 10% of total traffic |
Deck condition: | Very Good [8 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: | Equal to present minimum criteria [6] |
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: | 90.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $236,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Very Good | Good | Good | 590 | 90.6 |
June 2016 | Good | Very Good | Good | Good | 590 | 89.5 |
June 2014 | Good | Very Good | Good | Good | 530 | 90.1 |
August 2012 | Good | Very Good | Good | Good | 530 | 90.1 |
September 2010 | Good | Very Good | Very Good | Very Good | 620 | 89.2 |
December 2008 | Good | Excellent | Very Good | Very Good | 820 | 87.4 |