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N2190 over HOUSTON CREEK

Map

Coordinates:
+36.81112, -99.11506
36°48'40" N, 99°06'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N2190 over HOUSTON CREEK
Structure number:154980000000000
Location:1.9N OF CAMP HOUSTON
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:17.1 ft. [5.2 m]
Total length:51.8 ft. [15.8 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1962
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:75 [as of 2015]
Truck traffic:15% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
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]
Operating rating:49.0 tons [44.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:97.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$225,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
January 201697.0Good7 out of 10-75
January 201497.0Good7 out of 10-75
January 201297.0Good7 out of 10-75
February 201097.0Good7 out of 10-75
February 200897.0Good7 out of 10-75
February 200697.0Good7 out of 10-75
December 200397.0Good7 out of 10-75
December 200197.0Good7 out of 10-75
October 199996.0Good7 out of 10-150
August 199797.0Good7 out of 10-75
August 199597.0Good7 out of 10-75
August 199397.0Good7 out of 10-75
July 199197.0Good7 out of 10-75