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SR-211 over ORTEGA RIVER

Map 

Coordinates:
+30.28028, -81.70528
30°16'49" N, 81°42'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR-211 over ORTEGA RIVER
Structure number:720005
Location:SR-211 OVER ORTEGA RIVER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:78.1 ft. [23.8 m]
Total length:1143.1 ft. [348.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:38.7 ft. [11.8 m]
Vertical clearance above deck:17.7 ft. [5.4 m]
Vertical clearance below bridge:5.9 ft. [1.8 m]
Owner:State Highway Agency [01]
Year built:1927
Year reconstructed:1996
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:5,300 [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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:45.7 tons [41.5 metric tons]
Inventory rating:27.4 tons [24.9 metric tons]
Sufficiency rating:66.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$250,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201566.6Not deficientSatisfactorySatisfactorySatisfactory5300
May 201366.7Not deficientSatisfactorySatisfactorySatisfactory5000
May 201166.4Not deficientSatisfactorySatisfactorySatisfactory5900
May 200974.0Not deficientSatisfactorySatisfactorySatisfactory3400
May 200773.4Not deficientSatisfactorySatisfactorySatisfactory5500
May 200573.1Not deficientSatisfactorySatisfactorySatisfactory6500
May 200373.4Not deficientSatisfactorySatisfactorySatisfactory5400
May 200173.2Not deficientSatisfactorySatisfactorySatisfactory6100
April 199973.4Not deficientSatisfactorySatisfactorySatisfactory5400
March 200073.4Not deficientSatisfactorySatisfactorySatisfactory5400
April 199773.4Not deficientSatisfactorySatisfactorySatisfactory5600
April 199569.6Functionally obsoleteGoodSatisfactorySatisfactory6600
April 199371.8Not deficientGoodSatisfactorySatisfactory6155
April 199272.0Not deficientGoodSatisfactorySatisfactory5571
March 199058.7Not deficientGoodSatisfactoryGood6470