Share:

S.R.181 over OVER NEW U.S.30(RELOCATE

Map 

Coordinates:
+40.76806, -82.68056
40°46'05" N, 82°40'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S.R.181 over OVER NEW U.S.30(RELOCATE
Structure number:7001037
Location:.35 MILES WEST OF S.R.309
Purpose:Carries highway over highway
Route classification:Major Collector (Rural) [07]
Length of largest span:135.8 ft. [41.4 m]
Total length:274.0 ft. [83.5 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:2004
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:1,150 [as of 2011]
Truck traffic:3% 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 minimum criteria [6]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:106.9 tons [97.2 metric tons]
Inventory rating:106.9 tons [97.2 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201599.9Not deficientVery GoodVery GoodVery Good1150
February 201499.9Not deficientVery GoodVery GoodVery Good1150
March 201399.9Not deficientVery GoodVery GoodVery Good1150
May 201199.9Not deficientVery GoodVery GoodVery Good1340
April 201099.9Not deficientExcellentVery GoodVery Good1340
April 200999.9Not deficientExcellentVery GoodVery Good1340
April 200898.8Not deficientExcellentVery GoodVery Good2610
March 200798.8Not deficientExcellentVery GoodVery Good2610
May 200698.8Not deficientExcellentVery GoodVery Good2610
April 200598.7Not deficientExcellentVery GoodExcellent2960
200098.7Not deficient---2960