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BAY STREET EAST over HOGAN CREEK

Map 

Coordinates:
+30.32361, -81.64611
30°19'25" N, 81°38'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BAY STREET EAST over HOGAN CREEK
Structure number:724416
Location:150 FT W OF LAFAYETTE ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:40.4 ft. [12.3 m]
Total length:80.4 ft. [24.5 m]
Roadway width between curbs:44.3 ft. [13.5 m]
Deck width edge-to-edge:69.6 ft. [21.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:2008
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:11,041 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:88.0 tons [80.0 metric tons]
Inventory rating:68.3 tons [62.1 metric tons]
Sufficiency rating:81.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201581.0Not deficientGoodGoodGood11041
September 201381.0Not deficientVery GoodVery GoodVery Good11041
September 201181.0Not deficientVery GoodVery GoodVery Good11041
September 200981.0Not deficientVery GoodVery GoodVery Good11041