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SPRINGHILL RD over GREENVILLE CK

Map

Coordinates:
+40.14000, -84.78833
40°08'24" N, 84°47'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SPRINGHILL RD over GREENVILLE CK
Structure number:1943758
Location:.10 MI N WAGNER
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1985
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:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:80 [as of 2015]
Truck traffic:8% 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:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 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:100.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 2016100.0GoodVery GoodVery GoodVery Good-80
August 201598.8GoodVery GoodVery GoodVery Good-470
September 201498.8GoodVery GoodVery GoodVery Good-470
August 201398.8GoodVery GoodVery GoodVery Good-470
September 201298.8GoodVery GoodVery GoodVery Good-470
August 201198.8GoodVery GoodVery GoodVery Good-470
September 201098.8GoodVery GoodVery GoodVery Good-470
October 200998.8GoodVery GoodVery GoodVery Good-470
October 200898.8GoodVery GoodVery GoodVery Good-470
July 200798.8GoodVery GoodVery GoodVery Good-470
May 200698.8GoodVery GoodVery GoodVery Good-470
October 200598.8GoodVery GoodVery GoodVery Good-470
October 200498.8GoodVery GoodVery GoodVery Good-470
November 200298.8GoodVery GoodVery GoodVery Good-470
October 200198.8GoodVery GoodVery GoodVery Good-470
August 200098.8GoodVery GoodVery GoodVery Good-470
October 199998.8GoodVery GoodVery GoodVery Good-470
September 199898.8GoodVery GoodVery GoodVery Good-470
October 199698.8GoodVery GoodVery GoodVery Good-470
October 199598.8GoodVery GoodVery GoodVery Good-470
October 199498.8GoodVery GoodVery GoodVery Good-470
October 199398.8GoodVery GoodVery GoodVery Good-470
September 199298.8GoodVery GoodVery GoodVery Good-470
October 199198.8GoodVery GoodVery GoodVery Good-470