E1917 over CREEK


+34.23461, -96.78080
34°14'05" N, 96°46'51" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E1917 over CREEK
Structure number:108080000000000
Location:.4 S & 1.7 W OF RAVIA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.7 ft. [6.6 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:County Highway Agency [02]
Year built:1948
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2016]
Truck traffic:10% of total traffic
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Any condition described in Code 4 but which is excessive in scope. Severe movement or differential setlement of the segments or loss of fill. Holes may exist in walls or slabs. Integral wingwalls nearly severed from culvert. Severe scour or erosion at curtain walls, wingwalls or pipes. Metal culverts have extreme distortion and delection in one section, extensive corrosion, or deep pitting with scattered perforations. [3]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:41.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$225,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Poor3 out of 1010041.0
August 2015Poor3 out of 1010053.0
September 2013Poor3 out of 1010053.0
September 2011Poor3 out of 1010053.0
December 2009Fair5 out of 1010086.0
November 2007Fair5 out of 1010086.0
August 2005Fair6 out of 1010097.0
October 2003Fair6 out of 1010097.0
November 2002Fair6 out of 1010097.0
March 2000Fair6 out of 1010097.0
February 1998Fair6 out of 1010097.0
February 1996Fair5 out of 1010086.0
February 1994Good7 out of 1010097.0
February 1992Good7 out of 1010097.0