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Honeytown Rd over East Fork White River

Map 

Coordinates:
+38.91583, -86.03361
38°54'57" N, 86°02'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:Honeytown Rd over East Fork White River
Structure number:3600053
Location:00.23 N of CR 100N
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:95.1 ft. [29.0 m]
Total length:458.0 ft. [139.6 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Skew angle:40°
Owner:County Highway Agency [02]
Year built:1983
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:Prestressed concrete continuous [6]
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: June 2011 

Status:Open, no restriction [A]
Average daily traffic:781 [as of 2011]
Truck traffic:10% 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:46.5 tons [42.3 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:90.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201190.2Not deficientVery GoodVery GoodVery Good781
March 200985.9Not deficientVery GoodVery GoodVery Good781
March 200785.9Not deficientVery GoodVery GoodVery Good781
April 200585.9Not deficientVery GoodVery GoodVery Good781
April 200394.8Not deficientSatisfactoryVery GoodVery Good260
August 200094.8Not deficientSatisfactoryVery GoodVery Good260
August 199894.8Not deficientSatisfactoryVery GoodVery Good260
July 199694.8Not deficientSatisfactoryVery GoodVery Good260
October 199494.8Not deficientVery GoodVery GoodVery Good260
June 199194.8Not deficientVery GoodVery GoodVery Good260
June 198994.9Not deficientVery GoodVery GoodVery Good200