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E0618(E.29TH.ST.) over CROW CREEK

Map

Coordinates:
+36.12120, -95.96949
36°07'16" N, 95°58'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E0618(E.29TH.ST.) over CROW CREEK
Structure number:133690000000000
Old structure number:72E0618N3950003 (from 1992 edition)
Location:1600 E 29
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.5 ft. [9.0 m]
Total length:29.5 ft. [9.0 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1955
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:300 [as of 2016]
Truck traffic:10% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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 minimum criteria [6]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:91.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$264,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2017Good7 out of 1030091.5
August 2015GoodN out of 1030091.5
September 2013GoodN out of 1030091.5
September 2011GoodN out of 1030091.5
September 2009GoodN out of 1030091.5
August 2007GoodN out of 1030091.5
August 2005GoodN out of 1030091.5
October 2003GoodN out of 1030091.4
September 2001GoodN out of 1030091.4
August 2000GoodN out of 1030091.4
August 1998GoodN out of 1030091.4
January 1996GoodN out of 1030091.4
February 1994GoodN out of 1030089.9
December 1991GoodN out of 1030089.9