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WB SR161 over BIG WALNUT CREEK

Map 

Coordinates:
+40.08028, -82.89056
40°04'49" N, 82°53'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WB SR161 over BIG WALNUT CREEK
Structure number:2509539
Location:EAST OF SUNBURY RD.
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:113.9 ft. [34.7 m]
Total length:301.9 ft. [92.0 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Skew angle:32°
Owner:State Highway Agency [01]
Year built:2006
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:69,603 [as of 2003]
Truck traffic:1% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:27.8 tons [25.3 metric tons]
Sufficiency rating:85.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201585.7Not deficientExcellentExcellentExcellent69603
August 201492.4Not deficientExcellentExcellentExcellent69603
July 201385.7Not deficientExcellentExcellentExcellent69603
May 201285.7Not deficientExcellentExcellentExcellent69603
August 201185.7Not deficientExcellentExcellentExcellent69603
August 201085.7Not deficientExcellentExcellentExcellent69603
September 200985.6Not deficientExcellentExcellentExcellent69603
October 200892.4Not deficientExcellentExcellentExcellent69603
September 200792.4Not deficientExcellentExcellentExcellent69603
October 200625.0Not deficientExcellentExcellentExcellent69603