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SCHAFFER RD over BRANCH OF LOCUST CREEK

Map 

Coordinates:
+38.05000, -87.60000
38°02'60" N, 87°35'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SCHAFFER RD over BRANCH OF LOCUST CREEK
Structure number:8200198
Location:00.10 N OF KISSEL RD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:44.0 ft. [13.4 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:185 [as of 2008]
Truck traffic:5% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:94.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201494.5Not deficientVery GoodVery GoodVery Good185
November 201294.5Not deficientVery GoodVery GoodVery Good185
January 201194.5Not deficientVery GoodVery GoodVery Good185
November 200894.5Not deficientExcellentExcellentExcellent185
December 200694.5Not deficientExcellentExcellentExcellent180