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BLOSSOM HILL ROAD over BRANCH OF ROBINSON CK

Map 

Coordinates:
+32.28548, -89.59304
32°17'08" N, 89°35'35" 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:SA6200000000014
Location:SEC 9 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 2014 

Status:Open, no restriction [A]
Average daily traffic:220 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 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: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:89.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$156,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201489.9Not deficientVery GoodVery GoodGood220
December 201281.3Not deficientVery GoodVery GoodGood220
January 201167.9Not deficientVery GoodVery GoodVery Good220
December 200967.9Not deficientVery GoodVery GoodVery Good220
January 200867.9Not deficientVery GoodVery GoodVery Good220
September 200567.9Not deficientVery GoodVery GoodGood210
December 200367.9Not deficientVery GoodVery GoodGood170
December 200167.9Not deficientVery GoodVery GoodGood160
December 199967.9Not deficientVery GoodVery GoodVery Good180
November 199767.9Not deficientVery GoodVery GoodVery Good170
December 199556.4Not deficientVery GoodVery GoodFair170