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LYDIA AVE over INDIAN CR

Map 

Coordinates:
+38.95500, -94.57333
38°57'18" N, 94°34'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LYDIA AVE over INDIAN CR
Structure number:31512
Location:S 28 T 48 N R 33 W
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:115.2 ft. [35.1 m]
Total length:272.0 ft. [82.9 m]
Roadway width between curbs:35.8 ft. [10.9 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:2004
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
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: March 2016 

Status:Open, no restriction [A]
Average daily traffic:1,411 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:101.0 tons [91.8 metric tons]
Inventory rating:60.4 tons [54.9 metric tons]
Sufficiency rating:98.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201698.8Not deficientGoodGoodVery Good1411
April 201498.8Not deficientGoodGoodVery Good1411
May 201299.8Not deficientVery GoodVery GoodVery Good1411
April 201097.1Not deficientVery GoodExcellentExcellent6500
April 200897.1Not deficientVery GoodExcellentExcellent6500
February 200697.1Not deficientExcellentExcellentExcellent6500