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SCHUMM RD T-43 over 27 MILE CREEK* SCHUMM RD

Map 

Coordinates:
+40.80667, -84.72667
40°48'24" N, 84°43'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SCHUMM RD T-43 over 27 MILE CREEK* SCHUMM RD
Structure number:8138346
Location:0.2 MI N OF C-70
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.9 ft. [7.6 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1995
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:29 [as of 2015]
Truck traffic:7% 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]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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 assessed or calculated scour condition. [5]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 2016100.0GoodVery GoodVery GoodVery Good-29
October 2015100.0GoodVery GoodVery GoodVery Good-27
December 2014100.0GoodVery GoodVery GoodVery Good-27
December 201395.0GoodVery GoodVery GoodVery Good-27
November 201295.0GoodVery GoodVery GoodVery Good-27
December 201195.0GoodVery GoodVery GoodVery Good-27
December 201095.0GoodVery GoodVery GoodVery Good-27
November 200995.0GoodVery GoodVery GoodVery Good-27
November 200895.0GoodVery GoodVery GoodVery Good-27
October 200795.0GoodExcellentExcellentExcellent-27
October 200695.0GoodExcellentExcellentExcellent-27
October 200595.0GoodExcellentExcellentExcellent-27
October 200495.0GoodExcellentExcellentExcellent-27
October 200395.0GoodExcellentExcellentExcellent-27
October 200295.0GoodExcellentExcellentExcellent-27
October 200095.0GoodExcellentExcellentExcellent-25
October 199995.0GoodExcellentExcellentExcellent-25
September 199895.0GoodExcellentExcellentExcellent-25
September 1997100.0GoodExcellentExcellentExcellent-10
March 1996100.0GoodExcellentExcellentExcellent-10
March 1995100.0GoodExcellentExcellentExcellent-10