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SR-580 DALE MABRY over CURRIE CREEK

Map 

Coordinates:
+27.99944, -82.50500
27°59'58" N, 82°30'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR-580 DALE MABRY over CURRIE CREEK
Structure number:100499
Location:0.3 MILE NORTH OF US-92
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:10.5 ft. [3.2 m]
Total length:20.7 ft. [6.3 m]
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:68,000 [as of 2015]
Truck traffic:3% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating:74.9 tons [68.1 metric tons]
Sufficiency rating:72.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201572.4Not deficient---68000
March 201372.4Not deficient---68000
March 201172.6Not deficient---66500
March 200971.9Not deficient---76500
March 200772.4Not deficient---74000
March 200571.6Not deficient---78500
March 200373.3Not deficient---68500
April 200172.0Not deficient---76000
October 199970.9Not deficient---71000
April 199770.0Not deficient---82000
November 199570.0Not deficient---82000
April 199371.0Not deficient---65788
March 199168.0Not deficient---65788