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SR 18 over MIDDLE FORK GORDON CREEK

Map

Coordinates:
+41.29583, -84.72806
41°17'45" N, 84°43'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 18 over MIDDLE FORK GORDON CREEK
Structure number:2000822
Location:1 KM EAST OF JCT SR 2
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:51.8 ft. [15.8 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:2000
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:Other [9]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,213 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 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:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201698.7GoodVery GoodExcellentExcellent-2213
May 201598.7GoodVery GoodExcellentExcellent-2030
February 201398.6GoodExcellentExcellentExcellent-2060
February 201298.6GoodExcellentExcellentExcellent-2060
February 201098.6GoodExcellentExcellentExcellent-2060
March 200998.6GoodExcellentExcellentExcellent-2090
September 200898.6GoodExcellentExcellentExcellent-2090
July 200798.6GoodExcellentExcellentExcellent-2090
June 200698.6GoodExcellentExcellentExcellent-2160
July 200598.6GoodExcellentExcellentExcellent-2160
August 200498.5GoodExcellentExcellentExcellent-2600
July 200398.5GoodExcellentExcellentExcellent-2600
July 200298.5GoodExcellentExcellentExcellent-2600
200098.5-----2600