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SR-13 SB over GOODBYS LAKE

Map 

Coordinates:
+30.21611, -81.61722
30°12'58" N, 81°37'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR-13 SB over GOODBYS LAKE
Structure number:720027
Location:SR-13 / GOODBYS LAKE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:36.1 ft. [11.0 m]
Total length:355.0 ft. [108.2 m]
Roadway width between curbs:40.7 ft. [12.4 m]
Deck width edge-to-edge:50.5 ft. [15.4 m]
Vertical clearance below bridge:10.8 ft. [3.3 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1947
Year reconstructed:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:10
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:23,500 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 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]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:32.3 tons [29.4 metric tons]
Sufficiency rating:79.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$150,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201579.9Not deficientGoodSatisfactorySatisfactory23500
October 201396.2Not deficientGoodSatisfactorySatisfactory23500
October 201196.2Not deficientGoodSatisfactorySatisfactory23750
October 200996.2Not deficientGoodSatisfactorySatisfactory23250
October 200796.0Not deficientGoodSatisfactorySatisfactory26750
October 200579.7Not deficientGoodSatisfactorySatisfactory27500
October 200379.7Not deficientGoodGoodSatisfactory27250
October 200197.0Not deficientGoodGoodSatisfactory27000
October 199987.6Not deficientGoodGoodSatisfactory27000
October 199786.4Not deficientGoodGoodGood23000
November 199586.8Not deficientGoodGoodGood23500
November 199387.0Not deficientGoodGoodGood21421
December 199187.2Not deficientGoodGoodGood18726