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RTE 11 over WEST BRANCH TIOUG

Map 

Coordinates:
+42.64915, -76.17651
42°38'57" N, 76°10'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 11 over WEST BRANCH TIOUG
Structure number:000000001008420
Location:4.0 MI N JCT RTS 11 & 222
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:88.9 ft. [27.1 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:47.6 ft. [14.5 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:3,513 [as of 2012]
Truck traffic:11% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:106.7 tons [97.0 metric tons]
Inventory rating:63.8 tons [58.0 metric tons]
Sufficiency rating:96.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,045,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201496.5Not deficientFairGoodGood3513
April 201298.8Not deficientGoodGoodVery Good1620
June 201098.8Not deficientGoodGoodVery Good1628
July 200898.8Not deficientGoodGoodExcellent1628
September 200698.7Not deficientGoodExcellentExcellent2288
October 200498.7Not deficientVery GoodExcellentExcellent2172
October 200298.7Not deficientExcellentExcellentExcellent2172
October 200096.7Not deficientExcellentExcellentExcellent2172
November 199896.7Not deficientExcellentExcellentExcellent2406
September 199745.1Structurally deficientSeriousFairSerious2406
September 199563.4Structurally deficientPoorPoorPoor2433
October 199447.6Structurally deficientSeriousSeriousPoor1191
September 199347.6Structurally deficientSeriousSeriousPoor1191
October 199163.3Structurally deficientPoorPoorPoor2860