FAU 1124 (SA 4729) over STRAWBERRY / H. RIV&RD


+35.98444, -83.85861
35°59'04" N, 83°51'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAU 1124 (SA 4729) over STRAWBERRY / H. RIV&RD
Structure number:47S24080001
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Collector (Urban) [17]
Length of largest span:200.1 ft. [61.0 m]
Total length:855.0 ft. [260.6 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1949
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:3,270 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances 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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:41.6 tons [37.8 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:53.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$11,401,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201453.8Functionally obsoleteFairSatisfactoryGood3270
April 201253.8Functionally obsoleteFairSatisfactoryGood3220
April 201055.8Functionally obsoleteFairSatisfactoryGood3930
June 200858.9Functionally obsoleteFairSatisfactoryGood4100
May 200661.8Functionally obsoleteFairSatisfactoryGood4130
May 200461.4Functionally obsoleteFairSatisfactoryGood4510
June 200262.2Functionally obsoleteFairSatisfactoryGood3830
June 200062.5Functionally obsoleteSatisfactorySatisfactoryGood4500
January 199963.6Functionally obsoleteSatisfactorySatisfactoryGood3500
March 199649.2Functionally obsoleteFairFairFair3690
June 199449.7Functionally obsoleteFairFairFair3600
May 199248.8Functionally obsoleteFairFairFair4250
May 199046.8Functionally obsoleteFairFairFair4250