FAU 3604 (SA 3323) over BRANCH
Map
Coordinates:
+35.05160, -85.1372335°03'06" N, 85°08'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAU 3604 (SA 3323) over BRANCH |
Structure number: | 33036040011 |
Location: | IN EAST BRAINERD |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 23.0 ft. [7.0 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 35.8 ft. [10.9 m] |
Skew angle: | 10° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1982 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,070 [as of 2018] |
Truck traffic: | 3% of total traffic |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 74.1 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $109,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
June 2017 | Good | 7 out of 10 | 8070 | 74.1 |
June 2015 | Good | 7 out of 10 | 8070 | 74.1 |
June 2013 | Good | 7 out of 10 | 8070 | 74.1 |
June 2011 | Good | 7 out of 10 | 8070 | 74.1 |
May 2009 | Fair | 6 out of 10 | 8070 | 74.1 |
June 2007 | Fair | 6 out of 10 | 8070 | 74.1 |
May 2005 | Fair | 6 out of 10 | 7890 | 74.2 |
June 2003 | Fair | 6 out of 10 | 7890 | 74.2 |
May 2001 | Fair | 6 out of 10 | 7500 | 74.4 |
April 1999 | Fair | 6 out of 10 | 10610 | 72.9 |
June 1997 | Good | 7 out of 10 | 10350 | 73.0 |
April 1995 | Good | 7 out of 10 | 10410 | 73.0 |
April 1993 | Good | 7 out of 10 | 9450 | 73.4 |
June 1991 | Good | 7 out of 10 | 8410 | 73.9 |