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CR 17 over US 33, NORFOLK RR

Map 

Coordinates:
+41.60000, -85.88333
41°36'00" N, 85°52'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 17 over US 33, NORFOLK RR
Structure number:2000208
Location:00.10 S CR 45
Purpose:Carries highway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:102.4 ft. [31.2 m]
Total length:203.4 ft. [62.0 m]
Roadway width between curbs:93.8 ft. [28.6 m]
Deck width edge-to-edge:99.4 ft. [30.3 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:2004
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:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:28,070 [as of 2011]
Truck traffic:5% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:95.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201495.0Not deficientVery GoodVery GoodVery Good28070
September 201295.0Not deficientVery GoodVery GoodVery Good28070
November 201096.1Not deficientVery GoodVery GoodVery Good28070
December 200896.6Not deficientVery GoodVery GoodVery Good24300
November 200696.6Not deficientVery GoodVery GoodVery Good24300