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RHINEHART RD over CEDAR CR

Map 

Coordinates:
+38.97000, -94.40833
38°58'12" N, 94°24'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RHINEHART RD over CEDAR CR
Structure number:31623
Location:S 13 T 48 N R 32 W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:117.1 ft. [35.7 m]
Total length:119.1 ft. [36.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:2005
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:909 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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 desirable criteria [8]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:61.4 tons [55.8 metric tons]
Inventory rating:36.6 tons [33.3 metric tons]
Sufficiency rating:97.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201497.7Not deficientVery GoodVery GoodVery Good909
April 201297.7Not deficientVery GoodVery GoodVery Good909
April 201097.7Not deficientExcellentVery GoodExcellent910
April 200897.7Not deficientExcellentVery GoodExcellent910
March 200697.7Not deficientExcellentExcellentExcellent910