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HENDERSON RD over OLENT.RIVER (HENDERSON)

Map 

Coordinates:
+40.05167, -83.03167
40°03'06" N, 83°01'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HENDERSON RD over OLENT.RIVER (HENDERSON)
Structure number:2534282
Location:0.2 MI E.OF OLENT.RIV.RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:80.1 ft. [24.4 m]
Total length:246.1 ft. [75.0 m]
Roadway width between curbs:55.8 ft. [17.0 m]
Deck width edge-to-edge:66.9 ft. [20.4 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1976
Year reconstructed:2009
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:38,509 [as of 1997]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:89.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201589.9Not deficientGoodGoodVery Good38509
December 201489.9Not deficientGoodGoodVery Good38509
December 201389.9Not deficientGoodGoodVery Good38509
December 201289.9Not deficientGoodGoodVery Good38509
January 201289.9Not deficientVery GoodGoodVery Good38509
December 201088.9Not deficientVery GoodGoodVery Good38509
December 200988.9Not deficientVery GoodGoodVery Good38509
October 200883.3Not deficientGoodSatisfactoryGood38509
September 200783.3Not deficientGoodSatisfactoryGood38509
November 200683.3Not deficientGoodGoodGood38509
September 200583.3Not deficientGoodGoodGood38509
September 200483.3Not deficientGoodGoodGood38509
September 200383.3Not deficientGoodGoodGood38509
September 200283.3Not deficientGoodGoodGood38509
November 200183.3Not deficientSatisfactoryGoodGood38509
October 200083.3Not deficientSatisfactoryGoodGood38509
November 199983.3Not deficientGoodGoodGood38509
December 199883.3Not deficientGoodGoodGood38509
December 199683.3Not deficientGoodGoodGood38509
November 199584.7Not deficientGoodGoodGood34215
November 199484.7Not deficientGoodGoodGood34215
December 199384.7Not deficientGoodGoodGood34215
December 199285.6Not deficientGoodGoodGood30400
December 199185.6Not deficientGoodGoodGood30400