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RP TENTH ST TO IS7 over RP IS70E TO 11TH ST

Map

Coordinates:
+39.10177, -94.57292
39°06'06" N, 94°34'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RP TENTH ST TO IS7 over RP IS70E TO 11TH ST
Structure number:6611
Old structure number:L 939-2 2 (from 1992 edition)
Location:S 5 T 49 N R 33 W
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:77.1 ft. [23.5 m]
Total length:192.9 ft. [58.8 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1959
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:3
Main spans material:Concrete continuous [2]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,500 [as of 2016]
Truck traffic:19% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:83.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairFairFairSatisfactory350083.0
September 2015FairFairFairSatisfactory330983.1
September 2013FairFairFairSatisfactory330983.1
September 2011FairFairFairSatisfactory550082.5
February 2010FairFairFairSatisfactory550082.5
January 2008FairFairFairSatisfactory550082.5
November 2005FairFairFairSatisfactory1147480.8
September 2003FairFairFairSatisfactory614277.2
October 2001FairFairFairSatisfactory602777.2
September 1999FairFairFairSatisfactory410281.8
September 1998FairSatisfactorySatisfactorySatisfactory410294.0
September 1997FairSatisfactorySatisfactorySatisfactory410294.0
September 1996FairSatisfactorySatisfactorySatisfactory293094.3
September 1995FairSatisfactorySatisfactorySatisfactory293094.3
October 1994FairSatisfactorySatisfactorySatisfactory284094.3
November 1993FairSatisfactorySatisfactorySatisfactory284094.3
October 1992FairSatisfactorySatisfactorySatisfactory284094.3
November 1991FairSatisfactorySatisfactorySatisfactory284094.3
January 1991FairSatisfactorySatisfactorySatisfactory836073.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.75238436620
Deck
Reinforced Concrete Top Flangesq. ft.4,9782,5392,43900
Substructure
Reinforced Concrete Columneach33000
Reinforced Concrete Abutmentlinear ft.5550500
Concrete Protective Coatingsq. ft.1001000
Joints
Assembly without Seal Jointlinear ft.20010100
Bearings
Movable Bearingeach50050
Steel Protective Coatingsq. ft.50050
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3743540200
Reinforced Concrete Bridge Raillinear ft.3863715100