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BIG RIVER HTS RD over SLU OF BIG RVR

Map 

Coordinates:
+38.09199, -90.68357
38°05'31" N, 90°41'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BIG RIVER HTS RD over SLU OF BIG RVR
Structure number:21277
Old structure number:29900021 050 (from 1992 edition)
Location:S 22 T 39 N R 3 E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:102.0 ft. [31.1 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Owner:County Highway Agency [02]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:50 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:90.1 tons [81.9 metric tons]
Inventory rating:39.6 tons [36.0 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 2015100.0Not deficientGoodExcellentVery Good50
February 2013100.0Not deficientGoodExcellentExcellent50
February 2011100.0Not deficientGoodExcellentExcellent50
February 2009100.0Not deficientVery GoodExcellentExcellent50
February 2007100.0Not deficientExcellentExcellentExcellent50
February 2005100.0Not deficientExcellentExcellentExcellent50
March 2003100.0Not deficientExcellentExcellentExcellent50
February 2001100.0Not deficientExcellentExcellentExcellent50
December 199894.3Not deficientExcellentExcellentExcellent200