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FAS 1511 over SANDY CREEK

Map

Coordinates:
+34.69456, -96.39787
34°41'40" N, 96°23'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 1511 over SANDY CREEK
Structure number:209350000000000
Old structure number:15E1600N3710004 (from 1992 edition)
Location:0.5 MI E PONOTOC C/L
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:County Highway Agency [02]
Year built:1985
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:Good
Status:Posted for load [P]
Average daily traffic:250 [as of 2016]
Truck traffic:15% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:86.7
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 2018Good8 out of 1025086.7
March 2016Good8 out of 1025097.9
March 2014Good8 out of 1025097.9
March 2012Good8 out of 1025097.9
June 2010Good8 out of 1025097.9
May 2008Good8 out of 1025097.9
June 2006Good8 out of 1025099.9
August 2004Good8 out of 1025099.9
June 2002Good8 out of 1025099.9
August 2000Good8 out of 1025099.9
April 1998Good8 out of 1025099.9
April 1996Good7 out of 1025099.9
March 1994Good8 out of 1025099.9
March 1992Good8 out of 1025098.9