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FAU 3766 over FIRST CREEK

Map 

Coordinates:
+35.96861, -83.91750
35°58'07" N, 83°55'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 3766 over FIRST CREEK
Structure number:47037880005
Location:JUST W OF SR158-DOWNTOWN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:96.5 ft. [29.4 m]
Total length:99.7 ft. [30.4 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:98.1 ft. [29.9 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:2006
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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 2014 

Status:Open, no restriction [A]
Average daily traffic:19,400 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:85.1 tons [77.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:91.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201491.6Not deficientVery GoodVery GoodVery Good19400
June 201291.6Not deficientVery GoodVery GoodVery Good19400
June 201091.6Not deficientVery GoodVery GoodVery Good19400
June 200891.6Not deficientVery GoodVery GoodVery Good19400
November 200691.0Not deficientExcellentExcellentExcellent18650
May 200478.8Functionally obsoleteGoodGoodGood15530
May 200277.9Functionally obsoleteFairSatisfactorySatisfactory15070
April 200077.8Functionally obsoleteFairSatisfactorySatisfactory15220
June 199874.2Functionally obsoleteFairSatisfactorySatisfactory23490
May 199674.7Functionally obsoleteSatisfactorySatisfactorySatisfactory24800
September 199380.2Not deficientSatisfactorySatisfactorySatisfactory22700
October 199180.7Not deficientSatisfactorySatisfactorySatisfactory21400