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CO RD 115 over CREEK

Map

Coordinates:
+32.99667, -88.15000
32°59'48" N, 88°09'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CO RD 115 over CREEK
Structure number:008245
Old structure number:0000000532058Z0 (from 1992 edition)
Location:5.1 MI N NEW WEST GREENE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Owner:County Highway Agency [02]
Year built:1964
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]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:125 [as of 1995]
Truck traffic:11% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
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:94.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$182,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2018Good7 out of 1012594.9
January 2016Good7 out of 1012594.9
November 2013Good7 out of 1012594.9
November 2011Good7 out of 1012594.9
February 2010Good7 out of 1012594.9
February 2008Good7 out of 1012594.9
March 2006Good7 out of 1012594.9
February 2003Good7 out of 1012594.9
January 2001Fair6 out of 1012593.9
February 1999Fair6 out of 1012593.9
December 1996Fair6 out of 1012593.9
January 1995Fair6 out of 1012593.9
January 1993Fair5 out of 1011083.9
February 1991Fair6 out of 1011076.1