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ROSKE DR over PINE CREEK

Map 

Coordinates:
+41.69167, -85.89611
41°41'30" N, 85°53'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROSKE DR over PINE CREEK
Structure number:2000038
Location:00.10 S OF BECK Dr
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:29.9 ft. [9.1 m]
Total length:83.3 ft. [25.4 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:180 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Good [7 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:97.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201497.0Not deficientGoodGoodGood180
September 201297.0Not deficientGoodGoodGood180
November 2010100.0Not deficientGoodGoodGood180
December 200894.8Not deficientGoodGoodVery Good160
November 200694.8Not deficientGoodGoodVery Good150
September 2004100.0Not deficientExcellentExcellentExcellent150
September 2002100.0Not deficientExcellentExcellentExcellent150