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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: April 2016 

Status:Open, no restriction [A]
Average daily traffic:909 [as of 2016]
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
April 201697.7Not deficientVery GoodVery GoodVery Good909
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