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KING AVE over OLENT RIVER (KING AVE)

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:KING AVE over OLENT RIVER (KING AVE)
Structure number:2535734
Location:304' E. OF OLEN. RIV. RD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:91.9 ft. [28.0 m]
Total length:394.0 ft. [120.1 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Owner:County Highway Agency [02]
Year built:1999
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
Main spans material:Prestressed concrete [5]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,120 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:74.5 tons [67.7 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:98.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201698.7GoodGoodVery GoodVery Good-14120
November 201598.3GoodGoodVery GoodVery Good-18200
December 201498.3GoodGoodVery GoodVery Good-18200
December 201398.3GoodGoodVery GoodVery Good-18200
December 201298.3GoodGoodVery GoodVery Good-18200
January 201298.3GoodGoodVery GoodVery Good-18200
December 201098.3GoodGoodVery GoodVery Good-18200
September 200998.3GoodGoodVery GoodVery Good-18200
June 200898.3GoodGoodVery GoodVery Good-18200
September 200798.3GoodGoodVery GoodVery Good-18200
November 200698.3GoodGoodVery GoodVery Good-18200
September 200598.3GoodGoodVery GoodVery Good-18200
September 200498.3GoodGoodVery GoodVery Good-18200
September 200398.3GoodGoodVery GoodVery Good-18200
September 200298.3GoodVery GoodVery GoodVery Good-18200
November 200198.3GoodVery GoodVery GoodVery Good-18200
October 200098.3GoodVery GoodVery GoodVery Good-18200