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SR 161 over OVER ROCKY FORK CREEK

Map 

Coordinates:
+40.08667, -82.84583
40°05'12" N, 82°50'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 161 over OVER ROCKY FORK CREEK
Structure number:2509288
Location:3.49 MI E OF IR 270
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:35.1 ft. [10.7 m]
Total length:93.5 ft. [28.5 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1996
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:Concrete continuous [2]
Main spans design:Slab [01]
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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:29,170 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:85.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201585.0Not deficientVery GoodVery GoodVery Good29170
August 201485.0Not deficientVery GoodVery GoodVery Good29170
July 201385.0Not deficientVery GoodVery GoodVery Good29170
May 201285.0Not deficientVery GoodVery GoodVery Good29170
August 201185.0Not deficientVery GoodVery GoodVery Good29170
August 201085.0Not deficientVery GoodVery GoodVery Good23690
September 200985.0Not deficientExcellentExcellentVery Good23690
September 200885.0Not deficientExcellentExcellentVery Good23690
September 200785.0Not deficientExcellentExcellentVery Good23690
July 200685.0Not deficientExcellentExcellentVery Good23395
October 200585.0Not deficientExcellentExcellentExcellent23395
September 200485.0Not deficientExcellentExcellentExcellent23395
September 200385.0Not deficientExcellentExcellentExcellent20220
August 200285.0Not deficientExcellentExcellentExcellent19805
August 200093.5Not deficientExcellentExcellentExcellent7345
August 199993.5Not deficientExcellentExcellentExcellent7345
August 199893.5Not deficientExcellentExcellentExcellent7345
August 199793.5Not deficientExcellentExcellentExcellent7345
December 199687.2Not deficientExcellentExcellentExcellent14420