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CR 179 over TRIB OF HOGPEN CREEK

Map 

Coordinates:
+33.85121, -88.73888
33°51'04" N, 88°44'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 179 over TRIB OF HOGPEN CREEK
Structure number:SA0900000000138
Location:SEC 24 T14S R 5E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:80 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201599.0Not deficientGoodVery GoodGood80
October 201391.5Not deficientVery GoodVery GoodGood80
October 201191.5Not deficientVery GoodVery GoodGood80
September 200991.5Not deficientVery GoodVery GoodGood80
September 200791.5Not deficientVery GoodVery GoodGood80
September 200591.5Not deficientVery GoodVery GoodGood80
December 200391.5Not deficientVery GoodVery GoodGood80
December 200188.5Not deficientVery GoodVery GoodGood80
November 199988.5Not deficientVery GoodVery GoodVery Good80
February 199988.5Not deficientVery GoodVery GoodVery Good80
December 199722.9Structurally deficientSeriousPoorPoor80
December 199527.0Structurally deficientGoodPoorPoor80