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IS 435 N over SECOND CR

Map 

Coordinates:
+39.30731, -94.64184
39°18'26" N, 94°38'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IS 435 N over SECOND CR
Structure number:2813
Old structure number:A3327 3 (from 1992 edition)
Location:S 19 T 52 N R 33 W
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:45.6 ft. [13.9 m]
Total length:181.1 ft. [55.2 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:58.7 ft. [17.9 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1979
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:4
Main spans material:Prestressed concrete continuous [6]
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: October 2014 

Status:Posted for load [P]
Average daily traffic:10,169 [as of 2014]
Truck traffic:27% 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: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: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:48.5 tons [44.1 metric tons]
Inventory rating:37.6 tons [34.2 metric tons]
Sufficiency rating:97.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201497.5Not deficientGoodGoodGood10169
October 201297.6Not deficientGoodGoodGood8911
December 201097.5Not deficientGoodGoodGood11489
January 200997.5Not deficientGoodGoodGood11605
November 200697.4Not deficientGoodGoodGood13378
October 200497.4Not deficientGoodGoodVery Good12911
February 200397.4Not deficientGoodGoodVery Good12633
February 200297.4Not deficientGoodGoodVery Good12658
October 199997.3Not deficientGoodGoodVery Good7490
September 199897.3Not deficientGoodGoodVery Good7490
November 199797.3Not deficientGoodGoodVery Good7490
November 199697.4Not deficientGoodGoodVery Good6521
December 199597.5Not deficientGoodGoodVery Good6521
December 199497.5Not deficientGoodGoodVery Good6343
January 199497.5Not deficientGoodGoodVery Good6164
December 199297.5Not deficientGoodGoodVery Good6164
October 199197.7Not deficientGoodGoodVery Good4519