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LOCAL ROAD over HURRICANE CREEK

Map 

Coordinates:
+30.48240, -91.13782
30°28'57" N, 91°08'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over HURRICANE CREEK
Structure number:611730289910821
Location:BATON ROUGE, ELM DRIVE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:26.9 ft. [8.2 m]
Total length:81.0 ft. [24.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Owner:County Highway Agency [02]
Year built:2002
Historic significance:Historical significance is not determinable at this time [4]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:300 [as of 2002]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:56.4 tons [51.3 metric tons]
Inventory rating:33.7 tons [30.6 metric tons]
Sufficiency rating:88.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201588.4Not deficientVery GoodVery GoodGood300
December 201388.4Not deficientVery GoodVery GoodGood300
December 201188.4Not deficientVery GoodVery GoodGood300
January 201089.4Not deficientVery GoodExcellentExcellent300
January 200889.4Not deficientVery GoodExcellentExcellent300
February 200689.4Not deficientExcellentExcellentExcellent300
April 200489.4Not deficientExcellentExcellentExcellent300
May 200288.1Not deficientExcellentExcellentExcellent300
October 200125.8Structurally deficientGoodGoodCritical300
January 200025.8Structurally deficientGoodGoodCritical300
May 199825.8Structurally deficientGoodGoodSerious300
May 199667.9Not deficientGoodSatisfactoryFair300
September 199366.9Not deficientGoodSatisfactoryFair300
August 199166.9Not deficientGoodFairSatisfactory300