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ELM SUGAR GROVE CH over MADDOX CR*ELM SUGAR GROV

Map 

Coordinates:
+40.97500, -84.50000
40°58'30" N, 84°30'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ELM SUGAR GROVE CH over MADDOX CR*ELM SUGAR GROV
Structure number:8132763
Location:4.85 MI E JCT SR 127
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:65.0 ft. [19.8 m]
Total length:68.9 ft. [21.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1993
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:108 [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: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 minimum criteria [6]
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:91.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201691.5GoodVery GoodVery GoodVery Good-108
September 201597.0GoodVery GoodVery GoodVery Good-72
September 201497.0GoodVery GoodVery GoodVery Good-72
November 201397.0GoodVery GoodVery GoodVery Good-72
October 201294.0GoodVery GoodVery GoodVery Good-72
October 201194.0GoodVery GoodVery GoodVery Good-72
October 201094.0GoodVery GoodVery GoodVery Good-72
October 200994.0GoodVery GoodVery GoodVery Good-72
October 200894.0GoodVery GoodVery GoodVery Good-72
October 200794.0GoodVery GoodVery GoodVery Good-72
October 200694.0GoodVery GoodVery GoodVery Good-72
September 200594.0GoodVery GoodVery GoodVery Good-68
September 200494.0GoodVery GoodVery GoodVery Good-68
September 200394.0GoodVery GoodVery GoodVery Good-68
September 200294.0GoodVery GoodVery GoodVery Good-68
September 200094.0GoodVery GoodVery GoodVery Good-64
September 199994.0GoodVery GoodVery GoodVery Good-64
September 199894.0GoodExcellentExcellentExcellent-64
June 199794.0GoodExcellentExcellentExcellent-60
March 199694.0GoodExcellentExcellentExcellent-60
November 199488.0GoodExcellentExcellentExcellent-60