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NOLAND RD over LIT BLUE RVR

Map 

Coordinates:
+38.34750, -94.35472
38°20'51" N, 94°21'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NOLAND RD over LIT BLUE RVR
Structure number:29655
Location:S 22 T 48 N R 32 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:77.1 ft. [23.5 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Skew angle:23°
Owner:City or Municipal Highway Agency [04]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:1,356 [as of 2014]
Truck traffic:5% 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:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:82.2 tons [74.7 metric tons]
Inventory rating:49.5 tons [45.0 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 2014100.0Not deficientVery GoodVery GoodVery Good1356
April 2012100.0Not deficientVery GoodVery GoodVery Good1356
March 201099.0Not deficientVery GoodExcellentExcellent6490
April 200899.0Not deficientExcellentExcellentExcellent6490
April 200699.0Not deficientExcellentExcellentExcellent6490
April 200499.0Not deficientExcellentExcellentExcellent6490
June 200399.0Not deficientExcellentExcellentExcellent6490