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LA3246 over SER. RD, WARDS CREEK, RR

Map 

Coordinates:
+30.37523, -91.06954
30°22'31" N, 91°04'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LA3246 over SER. RD, WARDS CREEK, RR
Structure number:611708174001851
Location:LA 3246 OVER WARDS CREEK
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:106.0 ft. [32.3 m]
Total length:837.0 ft. [255.1 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1994
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:9
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:23,200 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:64.4 tons [58.5 metric tons]
Inventory rating:42.6 tons [38.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:95.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201595.0Functionally obsoleteGoodGoodVery Good23200
June 201395.0Functionally obsoleteGoodGoodVery Good22800
July 201195.0Functionally obsoleteGoodGoodVery Good20700
May 200995.0Functionally obsoleteGoodVery GoodVery Good21500
April 200795.0Functionally obsoleteGoodGoodVery Good18900
April 200595.0Functionally obsoleteGoodVery GoodVery Good19600
April 200395.0Functionally obsoleteGoodVery GoodVery Good20700
April 200195.0Not deficientVery GoodVery GoodVery Good18998
April 199995.0Not deficientVery GoodVery GoodVery Good17258
April 199795.0Not deficientVery GoodVery GoodVery Good17700
April 199596.0Not deficientVery GoodVery GoodVery Good17700