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FALKENBURG RD. over DELANEY CREEK

Map 

Coordinates:
+27.93972, -82.33806
27°56'23" N, 82°20'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FALKENBURG RD. over DELANEY CREEK
Structure number:104152
Location:0.4MI NORTH OF SR-618
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:12.8 ft. [3.9 m]
Total length:44.6 ft. [13.6 m]
Skew angle:13°
Owner:County Highway Agency [02]
Year built:1999
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:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:8,500 [as of 2015]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Operating rating:109.7 tons [99.7 metric tons]
Inventory rating:65.8 tons [59.8 metric tons]
Sufficiency rating:83.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201583.6Not deficient---8500
November 201383.6Not deficient---8500
November 201183.6Not deficient---8500
November 200983.6Not deficient---8500
December 200782.6Not deficient---8500
December 200582.6Not deficient---8500
December 200382.6Not deficient---8500
July 200182.5Not deficient---8500
July 199983.5Not deficient---8500