Share:

FAU 3604 (SA 3323) over BRANCH

Map 

Coordinates:
+35.05139, -85.13722
35°03'05" N, 85°08'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2015 

Status:Open, no restriction [A]
Average daily traffic:8,070 [as of 2016]
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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
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 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201574.1Functionally obsolete---8070
June 201374.1Functionally obsolete---8070
June 201174.1Functionally obsolete---8070
May 200974.1Functionally obsolete---8070
June 200774.1Functionally obsolete---8070
May 200574.2Functionally obsolete---7890
June 200374.2Functionally obsolete---7890
May 200174.4Functionally obsolete---7500
April 199972.9Functionally obsolete---10610
June 199773.0Functionally obsolete---10350
April 199573.0Functionally obsolete---10410
April 199373.4Functionally obsolete---9450
June 199173.9Functionally obsolete---8410