Share:

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: March 2017 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:781 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 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 minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:46.9 tons [42.6 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:90.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201790.2GoodGoodVery GoodGood-781
June 201590.2GoodVery GoodVery GoodVery Good-781
May 201390.2GoodVery GoodVery GoodVery Good-781
June 201190.2GoodVery GoodVery GoodVery Good-781
March 200985.9GoodVery GoodVery GoodVery Good-781
March 200785.9GoodVery GoodVery GoodVery Good-781
April 200585.9GoodVery GoodVery GoodVery Good-781
April 200394.8FairSatisfactoryVery GoodVery Good-260
August 200094.8FairSatisfactoryVery GoodVery Good-260
August 199894.8FairSatisfactoryVery GoodVery Good-260
July 199694.8FairSatisfactoryVery GoodVery Good-260
October 199494.8GoodVery GoodVery GoodVery Good-260
June 199194.8GoodVery GoodVery GoodVery Good-260
June 198994.9GoodVery GoodVery GoodVery Good-200