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LEE-PARK STREET over RAILROAD AND MCCOY CREEK

Map 

Coordinates:
+30.32694, -81.67111
30°19'37" N, 81°40'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LEE-PARK STREET over RAILROAD AND MCCOY CREEK
Structure number:724348
Location:100 FT S OF BAY ST
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Collector (Urban) [17]
Length of largest span:68.6 ft. [20.9 m]
Total length:446.5 ft. [136.1 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:68.6 ft. [20.9 m]
Vertical clearance below bridge:22.6 ft. [6.9 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1988
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:10
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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:1,650 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:60.7 tons [55.2 metric tons]
Inventory rating:55.2 tons [50.2 metric tons]
Sufficiency rating:82.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201482.5Not deficientSatisfactorySatisfactorySatisfactory1650
November 201282.0Not deficientSatisfactorySatisfactorySatisfactory4531
November 201084.5Not deficientSatisfactorySatisfactorySatisfactory4531
November 200884.0Not deficientSatisfactorySatisfactorySatisfactory4531
November 200684.0Not deficientSatisfactorySatisfactorySatisfactory4531
November 200484.0Not deficientSatisfactorySatisfactorySatisfactory4531
November 200284.0Not deficientSatisfactoryGoodSatisfactory4531
November 200079.6Not deficientSatisfactoryGoodSatisfactory8001
November 199891.8Not deficientSatisfactoryGoodSatisfactory8001
November 199679.6Not deficientSatisfactoryGoodSatisfactory8001
June 199579.5Not deficientSatisfactoryGoodSatisfactory8001
June 199381.2Not deficientGoodVery GoodGood8001
July 199181.2Not deficientGoodVery GoodGood8001