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CR 200E over HUNTINGTON RESERVOIR

Map 

Coordinates:
+40.83278, -85.41222
40°49'58" N, 85°24'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 200E over HUNTINGTON RESERVOIR
Structure number:3500044
Location:00.40 S OF US 224
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:113.9 ft. [34.7 m]
Total length:522.0 ft. [159.1 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Vertical clearance below bridge:33.1 ft. [10.1 m]
Owner:County Highway Agency [02]
Year built:1970
Year reconstructed:2005
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:5
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:450 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:90.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201690.2Not deficientGoodSatisfactoryGood450
February 201490.2Not deficientGoodSatisfactoryGood450
February 201291.2Not deficientGoodSatisfactoryGood400
March 201091.3Not deficientGoodSatisfactoryGood375
May 200888.3Not deficientVery GoodSatisfactoryGood350
June 200688.3Not deficientVery GoodSatisfactoryGood350
February 200451.0Structurally deficientPoorPoorGood350
February 200251.0Structurally deficientPoorPoorGood350
November 200080.1Not deficientFairSatisfactoryGood500
January 199884.2Not deficientSatisfactoryGoodGood350
September 199581.7Not deficientSatisfactoryGoodGood350
October 199381.7Not deficientSatisfactoryGoodGood300
August 199180.7Not deficientGoodGoodGood300