FAP 111 over CANEY FORK RIVER
Map
Coordinates:
+35.82100, -85.4607735°49'16" N, 85°27'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAP 111 over CANEY FORK RIVER |
Structure number: | 88SR1110007 |
Location: | AT WHITE VAN BUREN CO LI |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 129.9 ft. [39.6 m] |
Total length: | 517.4 ft. [157.7 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 1997 |
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 continuous [6] |
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: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,450 [as of 2017] |
Truck traffic: | 19% 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: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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: | 99.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Good | Good | 5450 | 99.7 |
October 2016 | Good | Good | Good | Good | 5370 | 99.8 |
February 2015 | Good | Good | Good | Good | 4580 | 99.8 |
February 2013 | Good | Good | Good | Good | 5330 | 99.8 |
February 2011 | Good | Good | Good | Good | 5160 | 99.8 |
February 2009 | Good | Good | Good | Good | 5150 | 99.8 |
January 2007 | Good | Very Good | Good | Good | 4890 | 99.8 |
December 2004 | Good | Very Good | Good | Good | 5190 | 99.8 |
November 2002 | Good | Very Good | Good | Good | 4770 | 99.8 |
October 2000 | Good | Very Good | Good | Good | 4810 | 99.8 |
September 1998 | Good | Very Good | Good | Good | 4290 | 99.8 |
January 1997 | Fair | Fair | Satisfactory | Fair | 3890 | 64.4 |
August 1994 | Fair | Fair | Satisfactory | Fair | 3630 | 64.7 |
September 1992 | Fair | Fair | Satisfactory | Fair | 2920 | 65.3 |
September 1990 | Fair | Fair | Satisfactory | Fair | 2920 | 65.3 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 2,542 | 2,541 | 0 | 1 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 22,770 | 22,766 | 4 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 3 | 3 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 97 | 84 | 13 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 129 | 128 | 1 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 176 | 132 | 26 | 18 | 0 |
Compression Joint | linear ft. | 88 | 51 | 37 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 25 | 15 | 7 | 3 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,035 | 989 | 31 | 15 | 0 |