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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

Good/Fair/Poor Condition:Fair
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]
Sufficiency rating:64.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201664.9FairFairFairFairFO3051
February 201464.9FairFairFairFairFO3051
February 201364.9FairFairFairFairFO3051
February 201264.9FairFairFairFairFO3051
February 201064.9FairFairFairFairFO3051
February 200865.1FairFairFairFairFO3051
February 200665.1FairFairFairFairFO3051
February 200466.1FairSatisfactoryGoodFairFO3051
February 200277.2FairSatisfactorySatisfactorySatisfactoryFO3051
February 200077.2FairGoodGoodSatisfactoryFO3051
February 199977.2GoodGoodGoodGoodFO3051
February 199877.2GoodGoodGoodGoodFO3051
February 199678.1GoodGoodGoodGoodFO3051
January 199478.7GoodGoodGoodGoodFO3051
February 199278.7GoodGoodGoodGoodFO17281