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SENECA over ARKANSAS RIVER

Map

Coordinates:
+37.69140, -97.35310
37°41'29" N, 97°21'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SENECA over ARKANSAS RIVER
Structure number:430400876400040
Location:SENECA AT MC LEAN BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:50.9 ft. [15.5 m]
Total length:325.1 ft. [99.1 m]
Roadway width between curbs:65.6 ft. [20.0 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1925
Year reconstructed:1989
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:8
Main spans material:Prestressed concrete continuous [6]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,730 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:40.9 tons [37.2 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:83.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201583.8FairSatisfactoryFairFair-18730
October 201383.8FairSatisfactoryFairFair-18730
September 201196.2FairSatisfactoryGoodSatisfactory-18730
December 200996.2FairSatisfactoryGoodSatisfactory-18730
August 200796.2FairGoodGoodSatisfactory-18730
November 200296.2FairSatisfactoryGoodSatisfactory-18512
February 200096.2FairSatisfactoryGoodGood-18512
March 199795.2GoodGoodGoodGood-19598
January 199595.6GoodVery GoodVery GoodVery Good-15604
May 199395.6GoodExcellentExcellentVery Good-15604
May 199196.7GoodExcellentExcellentGood-16290