Share:

DANFORD RD over WEBB CREEK

Map

Coordinates:
+31.16418, -85.26733
31°09'51" N, 85°16'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DANFORD RD over WEBB CREEK
Structure number:016936
Location:CO RD 33 TO SILCOX RD
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:34.1 ft. [10.4 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:County Highway Agency [02]
Year built:1997
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:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:63 [as of 2005]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:100.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$897,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodGoodGoodGood63100.0
March 2015GoodGoodGoodGood63100.0
April 2013GoodVery GoodVery GoodGood63100.0
April 2011GoodVery GoodVery GoodGood6395.0
April 2009GoodVery GoodVery GoodGood6395.0
April 2007GoodExcellentExcellentExcellent6395.0
April 2005GoodExcellentExcellentExcellent6395.0
April 2003GoodExcellentExcellentExcellent7595.0
March 2001GoodExcellentExcellentExcellent7595.0
December 1998GoodExcellentExcellentExcellent7595.0
July 1997GoodExcellentExcellentExcellent7595.0