Share:

BLOSSOM HILL ROAD over ROBINSON CREEK

Map 

Coordinates:
+32.31967, -89.57040
32°19'11" N, 89°34'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BLOSSOM HILL ROAD over ROBINSON CREEK
Structure number:SA6200000000041
Location:SEC 34 T 6N 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:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1959
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]
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:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:78.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$330,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201678.6FairSatisfactorySatisfactoryGood-220
December 201476.6FairSatisfactorySatisfactoryGood-220
December 201276.5GoodGoodGoodGood-220
January 201166.3GoodGoodGoodVery Good-220
December 200966.3GoodGoodGoodVery Good-220
January 200866.3GoodGoodGoodVery Good-220
September 200566.3GoodGoodGoodVery Good-170
December 200366.3GoodGoodGoodVery Good-170
December 200166.3GoodGoodGoodVery Good-200
December 199966.3GoodVery GoodVery GoodVery Good-200
November 199766.3GoodVery GoodVery GoodVery Good-200
December 199566.3GoodVery GoodVery GoodVery Good-200