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US 31 over VILLAGE CREEK

Map 

Coordinates:
+33.54412, -86.81475
33°32'39" N, 86°48'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 31 over VILLAGE CREEK
Structure number:014834
Old structure number:000000033701450 (from 1992 edition)
Location:US 31 .1 MI SO FINLEY AVE
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:89.9 ft. [27.4 m]
Total length:690.0 ft. [210.3 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:77.1 ft. [23.5 m]
Vertical clearance below bridge:23.6 ft. [7.2 m]
Owner:State Highway Agency [01]
Year built:1989
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:7
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:19,450 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:97.6 tons [88.7 metric tons]
Inventory rating:73.7 tons [67.0 metric tons]
Sufficiency rating:98.2
Estimated cost of work:$12,230,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201598.2Not deficientGoodGoodGood19450
September 201398.2Not deficientGoodGoodGood19450
September 201198.3Not deficientGoodGoodGood18320
September 200998.2Not deficientGoodGoodGood19320
September 200798.2Not deficientGoodGoodGood18920
August 200598.3Not deficientGoodGoodGood18560
July 200398.3Not deficientGoodGoodGood17710
May 200198.3Not deficientGoodGoodGood17710
May 199998.5Not deficientGoodGoodGood16520
February 199798.5Not deficientVery GoodGoodGood15710
February 199598.9Not deficientVery GoodGoodGood14470
December 199299.0Not deficientExcellentExcellentExcellent13508
March 199099.0Not deficientExcellentExcellentExcellent12790