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SR-49 over BRIDGE CREEK

Map

Coordinates:
+40.07000, -84.62833
40°04'12" N, 84°37'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR-49 over BRIDGE CREEK
Structure number:1901168
Location:1.71MI.S. OF JCT. SR-121
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:45.9 ft. [14.0 m]
Total length:48.9 ft. [14.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:State Highway Agency [01]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,714 [as of 2015]
Truck traffic:13% 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: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:98.0 tons [89.1 metric tons]
Inventory rating:52.0 tons [47.3 metric tons]
Sufficiency rating:97.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201697.1GoodVery GoodVery GoodGood-7714
May 201596.6GoodVery GoodVery GoodGood-9140
May 201396.6GoodVery GoodVery GoodGood-9140
May 201296.6GoodVery GoodVery GoodGood-9140
July 201196.6GoodVery GoodVery GoodVery Good-9140
May 201096.8GoodGoodGoodGood-8620
July 200996.8GoodGoodGoodGood-8620
May 200896.8GoodGoodGoodGood-8620
March 200796.6GoodGoodGoodGood-8980
April 200696.6GoodGoodGoodGood-8980
March 200596.6GoodGoodGoodGood-8980
April 200496.3GoodGoodGoodGood-9900
January 200396.3GoodGoodGoodGood-9900
March 200296.3GoodGoodGoodGood-9900
December 200096.3GoodGoodGoodGood-9900
December 199996.3GoodGoodGoodGood-9900
November 199896.3GoodGoodGoodGood-9900
November 199795.3GoodGoodGoodGood-9900
October 199695.3GoodGoodGoodGood-9900
October 199595.3GoodGoodGoodGood-9900
November 199494.5GoodGoodGoodGood-12000
December 199394.5GoodGoodGoodGood-12000
December 199295.5GoodGoodVery GoodGood-12000
October 199195.5GoodGoodVery GoodGood-12000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Wearing Surfacessq. ft.2,1561,96818800
Deck
Prestressed Concrete Top Flangesq. ft.2,1562,156000
Substructure
Reinforced Concrete Abutmentlinear ft.88761200
Joints
Pourable Jointlinear ft.8888000
Bearings
Elastomeric Bearingeach4440400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9898000