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RT HH E over DAVIS CR

Map

Coordinates:
+40.17422, -95.19027
40°10'27" N, 95°11'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT HH E over DAVIS CR
Structure number:6950
Old structure number:N 354 1 (from 1992 edition)
Location:S 21 T 62 N R 38 W
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:94 [as of 2016]
Truck traffic:11% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:64.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$255,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2018Poor4 out of 109464.0
January 2017Poor4 out of 109464.0
January 2016Poor4 out of 109264.0
January 2015Poor4 out of 1010464.0
January 2014Poor4 out of 1011049.6
December 2012Poor4 out of 1011049.6
February 2012Poor4 out of 1011849.6
November 2010Poor4 out of 1011249.6
February 2010Poor4 out of 1011049.6
January 2009Fair5 out of 1011464.7
January 2007Fair6 out of 109474.8
October 2004Fair6 out of 1022874.5
October 2002Fair6 out of 1023474.5
January 2001Fair6 out of 1023074.5
November 1998Fair6 out of 1022374.6
October 1996Fair6 out of 1011174.8
October 1994Fair6 out of 1010674.8
October 1992Fair6 out of 1010489.7
January 1991Good7 out of 109867.1