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USR 33 over MUCHINIPPI CREEK

Map

Coordinates:
+40.55694, -83.95917
40°33'25" N, 83°57'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USR 33 over MUCHINIPPI CREEK
Structure number:0600520
Location:.35 MI. W. OF JCT SR 196
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:51.8 ft. [15.8 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1990
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,014 [as of 2015]
Truck traffic:31% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:93.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201693.9GoodVery GoodVery GoodVery Good-5014
April 201592.6GoodVery GoodVery GoodVery Good-6070
March 201492.6GoodVery GoodVery GoodGood-6070
April 201290.6GoodGoodGoodGood-6070
April 201190.6GoodGoodGoodGood-6070
April 201090.4GoodGoodGoodGood-6260
April 200990.4GoodGoodGoodGood-6260
June 200890.4GoodGoodGoodGood-6260
June 200790.3GoodGoodGoodGood-6310
July 200690.3GoodGoodGoodGood-6310
June 200590.3GoodGoodGoodGood-6310
June 200490.9GoodVery GoodGoodGood-5860
May 200390.9GoodVery GoodGoodGood-5860
June 200290.9GoodVery GoodVery GoodGood-5860
April 200092.9GoodVery GoodVery GoodGood-5860
March 199992.9GoodVery GoodVery GoodGood-5860
February 199895.3GoodVery GoodVery GoodGood-3820
March 199794.3GoodVery GoodVery GoodGood-3820
February 199694.4GoodGoodVery GoodGood-3820
February 199594.3GoodGoodVery GoodGood-3950
March 199395.3GoodGoodVery GoodGood-3950
March 199195.3GoodVery GoodVery GoodVery Good-3950

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Wearing Surfacessq. ft.2,3322,332000
Deck
Prestressed Concrete Top Flangesq. ft.2,3322,332000
Substructure
Reinforced Concrete Abutmentlinear ft.89741500
Joints
Pourable Jointlinear ft.88444400
Bearings
Elastomeric Bearingeach4443100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.106105100