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E0120 over CREEK

Map

Coordinates:
+36.84093, -98.58140
36°50'27" N, 98°34'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E0120 over CREEK
Structure number:173730000000000
Location:3.9S .1W OF CAPRON
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Owner:County Highway Agency [02]
Year built:1969
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]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:209 [as of 2015]
Truck traffic:15% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 10-209
January 201497.0Good7 out of 10-209
February 201297.0Good8 out of 10-209
February 201097.0Good8 out of 10-209
April 200897.0Good8 out of 10-209
April 200697.0Good8 out of 10-209
January 200497.0Good8 out of 10-209
December 200197.0Good8 out of 10-209
November 199986.8Good7 out of 10-209
September 199786.9Good7 out of 10-50
August 199594.1Good8 out of 10-50
August 199392.1Good8 out of 10-50
September 199192.1Good8 out of 10-50