Share:

INLAND DRIVE over STREAM

Map 

Coordinates:
+39.08411, -94.71283
39°05'03" N, 94°42'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:INLAND DRIVE over STREAM
Structure number:414301052825207
Location:INLAND DR E OF 59TH ST
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:15.1 ft. [4.6 m]
Total length:30.8 ft. [9.4 m]
Owner:County Highway Agency [02]
Year built:1950
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:4,680 [as of 2013]
Truck traffic:40% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:99.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201599.6Not deficient---4680
May 201399.5Not deficient---5400
March 201199.5Not deficient---5400
March 200999.5Not deficient---5400
March 200799.5Not deficient---4990
March 200599.3Not deficient---8045
October 200199.3Not deficient---8045
November 199999.2Not deficient---8045
August 199799.5Not deficient---4942
November 199599.6Not deficient---4942
November 199349.1Structurally deficient---4942
August 199150.8Structurally deficient---7276