Share:

US 33 over ELKHART RIVER

Map 

Coordinates:
+41.50833, -85.76000
41°30'30" N, 85°45'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 33 over ELKHART RIVER
Structure number:010970
Location:04.44 N SR 13
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:37.4 ft. [11.4 m]
Total length:189.3 ft. [57.7 m]
Roadway width between curbs:41.3 ft. [12.6 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1954
Year reconstructed:2015
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:9,440 [as of 2014]
Truck traffic:19% of total traffic
Deck condition:Very Good [8 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 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:57.9 tons [52.6 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:94.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201594.7Not deficientVery GoodVery GoodGood9440
October 201362.5Not deficientFairFairSatisfactory9013
October 201174.2Not deficientFairSatisfactorySatisfactory9013
October 200975.2Not deficientSatisfactorySatisfactorySatisfactory9013
October 200770.2Not deficientFairSatisfactorySatisfactory9013
October 200570.2Not deficientFairSatisfactorySatisfactory9013
October 200370.3Not deficientFairSatisfactorySatisfactory8836
October 200170.3Not deficientFairSatisfactorySatisfactory8836
October 199971.9Not deficientSatisfactorySatisfactorySatisfactory7840
October 199771.9Not deficientSatisfactorySatisfactorySatisfactory7840
November 199572.0Not deficientSatisfactorySatisfactorySatisfactory7626
February 199472.2Not deficientSatisfactorySatisfactorySatisfactory7300
September 199272.2Not deficientSatisfactorySatisfactorySatisfactory7300
November 199079.6Not deficientSatisfactorySatisfactorySatisfactory7300