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1ST. STREET over MILL CANAL

Map

Coordinates:
+37.05283, -97.03979
37°03'10" N, 97°02'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:1ST. STREET over MILL CANAL
Structure number:501100180000003
Location:1ST. ST. @ JACKSON AVE.
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:40.0 ft. [12.2 m]
Total length:77.8 ft. [23.7 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Skew angle:60°
Owner:City or Municipal Highway Agency [04]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:720 [as of 2008]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:44.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$330,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactorySatisfactorySatisfactory72044.0
September 2015FairSatisfactorySatisfactorySatisfactory72044.0
June 2013FairSatisfactorySatisfactorySatisfactory72044.0
November 2011FairSatisfactorySatisfactorySatisfactory72044.0
November 2009FairFairSatisfactoryFair72032.9
February 2007FairFairSatisfactoryFair15038.7
January 1994FairFairSatisfactoryFair15048.9
November 1989FairFairSatisfactoryFair15025.8