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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: June 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,892 [as of 2015]
Truck traffic:2% 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:92.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201692.4GoodExcellentExcellentExcellent-3892
July 201585.7GoodExcellentExcellentExcellent-69603
August 201492.4GoodExcellentExcellentExcellent-69603
July 201385.7GoodExcellentExcellentExcellent-69603
May 201285.7GoodExcellentExcellentExcellent-69603
August 201185.7GoodExcellentExcellentExcellent-69603
August 201085.7GoodExcellentExcellentExcellent-69603
September 200985.6GoodExcellentExcellentExcellent-69603
October 200892.4GoodExcellentExcellentExcellent-69603
September 200792.4GoodExcellentExcellentExcellent-69603
October 200625.0GoodExcellentExcellentExcellent-69603