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PEARL STREET over HOGAN CREEK

Map 

Coordinates:
+30.33833, -81.66000
30°20'18" N, 81°39'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PEARL STREET over HOGAN CREEK
Structure number:724150
Location:0.1 MI N OF 1ST STREET
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:50.9 ft. [15.5 m]
Total length:151.9 ft. [46.3 m]
Roadway width between curbs:51.2 ft. [15.6 m]
Deck width edge-to-edge:62.7 ft. [19.1 m]
Skew angle:54°
Owner:City or Municipal Highway Agency [04]
Year built:1974
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:2,100 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:45.7 tons [41.5 metric tons]
Inventory rating:32.6 tons [29.6 metric tons]
Sufficiency rating:80.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201680.9Not deficientGoodGoodSatisfactory2100
February 201480.9Not deficientGoodGoodSatisfactory2000
February 201280.7Not deficientGoodGoodSatisfactory4170
February 201080.3Not deficientGoodGoodSatisfactory4170
February 200880.3Not deficientGoodGoodSatisfactory4170
February 200680.3Not deficientGoodGoodSatisfactory4170
February 200480.3Not deficientGoodGoodGood4170
February 200280.3Not deficientGoodGoodGood4170
February 200080.6Not deficientGoodGoodGood1900
February 199880.6Not deficientGoodGoodGood1900
February 199681.9Not deficientGoodVery GoodGood1900
January 199484.2Not deficientGoodVery GoodGood1900
January 199284.2Not deficientGoodVery GoodGood1900