Share: 
NFA A106 over FIRST CREEK
Map
Coordinates:
+35.99692, -83.92475
35°59'49" N, 83°55'29" W
+35.99692, -83.92475
35°59'49" N, 83°55'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NFA A106 over FIRST CREEK |
| Structure number: | 470A1060001 |
| Location: | W OFF US441-N OF WOODLAND |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 49.9 ft. [15.2 m] |
| Total length: | 53.2 ft. [16.2 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 49.9 ft. [15.2 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1920 |
| Year reconstructed: | 1988 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,380 [as of 2019] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| 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: | 72.8 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $274,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 5380 | 72.8 |
| May 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 5380 | 72.8 |
| May 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 5380 | 72.8 |
| May 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 5380 | 72.8 |
| May 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 5380 | 72.8 |
| May 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 5380 | 72.8 |
| May 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 5380 | 70.8 |
| June 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 5380 | 70.8 |
| April 2002 | Fair | Fair | Satisfactory | Fair | 5380 | 58.6 |
| April 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 3120 | 73.1 |
| June 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 3120 | 73.1 |
| May 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 3120 | 73.1 |
| June 1994 | Good | Good | Good | Good | 3120 | 73.2 |
| March 1992 | Good | Good | Good | Good | 3120 | 73.2 |
| May 1990 | Good | Good | Good | Good | 3120 | 72.2 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1505207
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1505207