FAP 33 over BLACKWATER CREEK
Map
Coordinates:
+36.56488, -83.0733736°33'54" N, 83°04'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAP 33 over BLACKWATER CREEK |
Structure number: | 34SR0330013 |
Location: | 1.75 MI.W.OF KYLES FORD |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 55.4 ft. [16.9 m] |
Total length: | 157.2 ft. [47.9 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1938 |
Year reconstructed: | 1999 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
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: | 710 [as of 2017] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 97.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Very Good | Good | 710 | 97.4 |
July 2016 | Good | Good | Very Good | Good | 590 | 97.8 |
July 2014 | Good | Good | Very Good | Good | 750 | 97.3 |
July 2012 | Good | Very Good | Very Good | Very Good | 630 | 97.7 |
July 2010 | Good | Very Good | Very Good | Excellent | 660 | 97.6 |
August 2008 | Good | Very Good | Very Good | Excellent | 660 | 97.6 |
July 2006 | Good | Very Good | Very Good | Excellent | 710 | 97.4 |
July 2004 | Good | Excellent | Excellent | Excellent | 770 | 97.2 |
May 2002 | Good | Excellent | Excellent | Excellent | 830 | 97.0 |
May 2000 | Good | Excellent | Excellent | Excellent | 840 | 97.0 |
August 1998 | Poor | Poor | Poor | Fair | 790 | 45.4 |
May 1996 | Poor | Poor | Poor | Fair | 850 | 45.0 |
August 1994 | Fair | Fair | Satisfactory | Satisfactory | 840 | 73.8 |
June 1993 | Fair | Fair | Satisfactory | Satisfactory | 760 | 74.1 |
May 1992 | Fair | Fair | Satisfactory | Satisfactory | 880 | 73.6 |
September 1990 | Fair | Fair | Satisfactory | Satisfactory | 880 | 73.6 |