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CROSS CREEK BLVD. over CLAY GULLEY

Map 

Coordinates:
+28.14194, -82.34000
28°08'31" N, 82°20'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CROSS CREEK BLVD. over CLAY GULLEY
Structure number:104503
Location:0.8MI E OF CR-581
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:24.0 ft. [7.3 m]
Total length:76.4 ft. [23.3 m]
Skew angle:99°
Owner:County Highway Agency [02]
Year built:1997
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:8,130 [as of 2016]
Truck traffic:3% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:49.9 tons [45.4 metric tons]
Inventory rating:29.8 tons [27.1 metric tons]
Sufficiency rating:68.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201668.4Not deficient---8130
January 201468.4Not deficient---8130
January 201268.4Not deficient---8130
January 201079.7Not deficient---2500
January 200879.7Not deficient---2500
January 200695.3Not deficient---2500
January 200493.3Not deficient---2500
March 200295.3Not deficient---2500
March 200097.4Not deficient---2500
March 199897.4Not deficient---2500