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FAS 1509 over ELM CREEK

Map

Coordinates:
+34.47646, -96.37177
34°28'35" N, 96°22'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 1509 over ELM CREEK
Structure number:218280000000000
Old structure number:15E1750N3730001 (from 1992 edition)
Location:.5 N .9 W OF OLNEY
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1988
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: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2016]
Truck traffic:10% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:85.8
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
March 2018Fair6 out of 1010085.8
March 2016Good8 out of 1010097.0
March 2014Good8 out of 1010097.0
March 2012Good8 out of 1010097.0
June 2010Good8 out of 1010097.0
May 2008Good8 out of 1010097.0
June 2006Good8 out of 1010097.0
August 2004Good8 out of 1010097.0
July 2002Good8 out of 1010097.0
August 2000Good8 out of 1010097.0
April 1998Good8 out of 1010097.0
April 1996Good7 out of 1010097.0
March 1994Good8 out of 1010097.0
March 1992Good9 out of 1010097.0