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BLUE PKWY over CR W OF EASTWOOD T

Map 

Coordinates:
+39.02973, -94.50815
39°01'47" N, 94°30'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BLUE PKWY over CR W OF EASTWOOD T
Structure number:25462
Old structure number:U2220S096B11 (from 1992 edition)
Location:S 36 T 49 N R 33 W
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:13.5 ft. [4.1 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:84.6 ft. [25.8 m]
Deck width edge-to-edge:111.2 ft. [33.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1930
Year reconstructed:2014
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Aluminum, Wrought Iron or Cast Iron [9]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2016 

Status:New structure not yet open to traffic [G]
Average daily traffic:31,170 [as of 2014]
Truck traffic:5% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:75.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201675.4Not deficient---31170
October 201490.5Not deficient---31170
April 201233.4Structurally deficientFairFairSatisfactory28815
March 201033.4Structurally deficientFairFairSatisfactory31410
March 200833.4Structurally deficientFairFairSatisfactory31410
January 200633.4Structurally deficientFairFairSatisfactory31410
March 200433.4Structurally deficientFairFairSatisfactory38613
July 200233.4Structurally deficientFairFairSatisfactory38613
July 200033.4Structurally deficientFairFairSatisfactory38613
June 199833.4Structurally deficientFairFairSatisfactory34120
September 199062.9Not deficient---34710