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US 20 over DOAN CREEK AT MLK BLVD

Map

Coordinates:
+41.50528, -81.60972
41°30'19" N, 81°36'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US 20 over DOAN CREEK AT MLK BLVD
Structure number:1802755
Location:XXXXXXX OVER MLK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:24.0 ft. [7.3 m]
Total length:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1885
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,699 [as of 2015]
Truck traffic:4% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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: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 assessed or calculated scour condition. [5]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:74.0

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
October 201674.0Fair5 out of 10-20699
October 201574.0Fair5 out of 10-22100
October 201474.0Fair5 out of 10-22100
October 201374.0Fair5 out of 10-22100
October 201272.0Fair5 out of 10-22100
October 201172.0Fair5 out of 10-22100
October 201072.0Fair5 out of 10-32220
October 200972.0Fair5 out of 10-32220
October 200872.0Fair5 out of 10-32220
October 200772.0Fair5 out of 10-32220
October 200672.0Fair5 out of 10-32220
October 200572.0Fair5 out of 10-32220
October 200472.0Fair5 out of 10-32000
October 200372.0Fair5 out of 10-32950
October 200283.0Fair6 out of 10-32950
October 200085.0Fair6 out of 10-32950
November 199985.0Fair6 out of 10-32950
October 199885.0Fair6 out of 10-32950
October 199785.0Fair6 out of 10-32950
December 199685.0Fair6 out of 10-32950
December 199485.0Fair6 out of 10-32950
July 199385.0Fair6 out of 10-36130
November 199285.0Fair6 out of 10-36130
July 199185.0Fair6 out of 10-36130