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LOCAL ROAD over UNIVERSITY LAKE SPILLWAY

Map 

Coordinates:
+30.41744, -91.16219
30°25'03" N, 91°09'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over UNIVERSITY LAKE SPILLWAY
Structure number:611730250910981
Location:BATON ROUGE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.0 ft. [7.3 m]
Total length:70.9 ft. [21.6 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Owner:County Highway Agency [02]
Year built:1965
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:8,821 [as of 1979]
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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:69.3 tons [63.0 metric tons]
Inventory rating:41.6 tons [37.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$402,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201576.4Functionally obsoleteSatisfactorySatisfactorySatisfactory8821
August 201376.4Functionally obsoleteSatisfactorySatisfactorySatisfactory8821
August 201176.4Functionally obsoleteSatisfactorySatisfactorySatisfactory8821
August 200976.4Functionally obsoleteSatisfactoryGoodSatisfactory8821
July 200776.4Functionally obsoleteSatisfactoryGoodSatisfactory8821
July 200576.4Functionally obsoleteGoodVery GoodSatisfactory8821
August 200376.4Functionally obsoleteGoodVery GoodSatisfactory8821
October 200176.4Functionally obsoleteGoodVery GoodSatisfactory8821
November 199976.4Functionally obsoleteGoodVery GoodSatisfactory8821
January 199877.4Functionally obsoleteGoodGoodSatisfactory8821
May 199677.4Functionally obsoleteSatisfactoryGoodGood8821
November 199366.0Functionally obsoleteGoodFairFair8821
December 199166.0Functionally obsoleteGoodFairFair8821