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BLOSSOM HILL ROAD over BRANCH OF ROBINSON CK

Map 

Coordinates:
+32.29677, -89.58005
32°17'48" N, 89°34'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BLOSSOM HILL ROAD over BRANCH OF ROBINSON CK
Structure number:SA6200000000013
Location:SEC 4 T 5N R 7E B
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
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:1997
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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:220 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:80.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$340,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201680.9FairGoodFairSatisfactory-220
December 201478.9FairGoodFairSatisfactory-220
December 201281.3FairGoodSatisfactorySatisfactory-220
January 201167.9FairGoodSatisfactorySatisfactory-220
December 200967.9FairGoodSatisfactoryGood-220
January 200867.9FairGoodSatisfactoryGood-220
September 200567.9GoodGoodGoodGood-210
December 200367.9GoodGoodGoodGood-170
December 200167.9GoodGoodGoodGood-160
December 199967.9GoodVery GoodVery GoodVery Good-180
November 199767.9GoodVery GoodVery GoodVery Good-170
December 199556.4FairVery GoodVery GoodFair-170