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BROOKLAWN AVE over OVER BIG CREEK

Map 

Coordinates:
+41.44833, -81.77500
41°26'54" N, 81°46'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BROOKLAWN AVE over OVER BIG CREEK
Structure number:1867857
Location:OFF W 120 TH ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:25.9 ft. [7.9 m]
Total length:27.9 ft. [8.5 m]
Skew angle:42°
Owner:City or Municipal Highway Agency [04]
Year built:1916
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2015 

Status:Posted for load [P]
Average daily traffic:100 [as of 1975]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Culvert condition:Any condition described in Code 4 but which is excessive in scope. Severe movement or differential setlement of the segments or loss of fill. Holes may exist in walls or slabs. Integral wingwalls nearly severed from culvert. Severe scour or erosion at curtain walls, wingwalls or pipes. Metal culverts have extreme distortion and delection in one section, extensive corrosion, or deep pitting with scattered perforations. [3]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:24.2 tons [22.0 metric tons]
Inventory rating:18.5 tons [16.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:39.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$100,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201539.0Structurally deficient---100
May 201439.0Structurally deficient---100
July 201239.0Structurally deficient---100
July 201146.5Structurally deficient---100
May 201046.5Structurally deficient---100
April 200846.5Structurally deficient---100
October 200279.5Not deficient---100
August 200179.5Not deficient---100
July 200090.5Not deficient---100
August 199990.5Not deficient---100
July 199890.5Not deficient---100
August 199790.5Not deficient---100
August 199690.5Not deficient---100
July 199590.5Not deficient---100
April 199490.5Not deficient---100
March 199388.5Not deficient---100
May 199188.5Not deficient---100