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AIRPORT ROAD over BRANCH OF CHERRY CREEK

Map 

Coordinates:
+32.42969, -89.68747
32°25'47" N, 89°41'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:AIRPORT ROAD over BRANCH OF CHERRY CREEK
Structure number:SA6200000000074
Location:SEC 28 T 7N R 6E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
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: December 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:80 [as of 2012]
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: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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:99.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$290,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201599.0GoodGoodGoodGood-80
December 201399.0GoodGoodGoodGood-80
December 201178.5GoodGoodGoodGood-80
December 200978.5GoodVery GoodVery GoodVery Good-80
January 200878.5GoodVery GoodVery GoodVery Good-80
October 200578.5GoodVery GoodVery GoodVery Good-100
December 200378.5GoodVery GoodVery GoodVery Good-100
December 200178.5GoodVery GoodVery GoodVery Good-100
January 200078.5GoodVery GoodVery GoodVery Good-100
December 199778.5GoodVery GoodVery GoodVery Good-100
December 199578.5GoodVery GoodVery GoodVery Good-100