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HARTS ROAD over BROWARD RIVER

Map 

Coordinates:
+30.43833, -81.66000
30°26'18" N, 81°39'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HARTS ROAD over BROWARD RIVER
Structure number:724253
Location:0.6 MI NORTH OF DUNN AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:40.0 ft. [12.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Skew angle:14°
Owner:City or Municipal Highway Agency [04]
Year built:1968
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 [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: February 2016 

Status:Posted for load [P]
Average daily traffic:3,051 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:40.7 tons [37.0 metric tons]
Inventory rating:34.8 tons [31.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:64.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201664.9Functionally obsoleteFairFairFair3051
February 201464.9Functionally obsoleteFairFairFair3051
February 201364.9Functionally obsoleteFairFairFair3051
February 201264.9Functionally obsoleteFairFairFair3051
February 201064.9Functionally obsoleteFairFairFair3051
February 200865.1Functionally obsoleteFairFairFair3051
February 200665.1Functionally obsoleteFairFairFair3051
February 200466.1Functionally obsoleteSatisfactoryGoodFair3051
February 200277.2Functionally obsoleteSatisfactorySatisfactorySatisfactory3051
February 200077.2Functionally obsoleteGoodGoodSatisfactory3051
February 199877.2Functionally obsoleteGoodGoodGood3051
February 199977.2Functionally obsoleteGoodGoodGood3051
February 199678.1Functionally obsoleteGoodGoodGood3051
January 199478.7Functionally obsoleteGoodGoodGood3051
February 199278.7Functionally obsoleteGoodGoodGood17281