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NFA 1902 (SA 2827) over BRADSHAW CREEK

Map

Coordinates:
+35.23778, -86.84025
35°14'16" N, 86°50'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA 1902 (SA 2827) over BRADSHAW CREEK
Structure number:28019020005
Location:3 M N OF FRANKEWING
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:15.1 ft. [4.6 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:280 [as of 2019]
Truck traffic:14% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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]
Sufficiency rating:84.3

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2018Good7 out of 1028084.3
April 2016Good7 out of 1028084.3
April 2014Good7 out of 1028084.3
April 2012Good7 out of 1028084.3
April 2010Good7 out of 1028084.3
April 2008Good7 out of 1028084.3
May 2006Good8 out of 1023088.8
April 2004Good8 out of 1024088.8
April 2002Good8 out of 1021088.8
May 2000Good8 out of 1017088.9
May 1998Good8 out of 1023088.8
April 1996Good8 out of 1022088.8
June 1993PoorN out of 1019054.5
June 1991PoorN out of 1019054.5