Share:

FAU 3580 over FRIAR BRANCH

Map 

Coordinates:
+35.05333, -85.18417
35°03'12" N, 85°11'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 3580 over FRIAR BRANCH
Structure number:33S43410009
Location:IN CHATTANOOGA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:47.6 ft. [14.5 m]
Total length:145.0 ft. [44.2 m]
Roadway width between curbs:63.0 ft. [19.2 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:2005
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:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:20,180 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201592.4Not deficientVery GoodExcellentVery Good20180
June 201392.4Not deficientVery GoodExcellentVery Good20180
June 201192.4Not deficientVery GoodExcellentVery Good20180
June 200992.4Not deficientVery GoodExcellentVery Good20180
June 200792.4Not deficientVery GoodExcellentExcellent20180
May 200590.3Not deficientVery GoodExcellentExcellent25800
June 200353.0Functionally obsoleteFairFairSatisfactory25800
May 200154.9Functionally obsoleteFairFairSatisfactory23890
April 199967.9Functionally obsoleteFairSatisfactorySatisfactory24770
July 199769.2Functionally obsoleteFairSatisfactorySatisfactory21960
April 199571.2Functionally obsoleteGoodGoodSatisfactory20270
May 199370.9Functionally obsoleteGoodGoodSatisfactory20880
June 199172.7Functionally obsoleteGoodGoodSatisfactory17100