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JUPITER ROAD over BRANCH INTO STRONG RIVER

Map

Coordinates:
+31.98250, -89.91314
31°58'57" N, 89°54'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JUPITER ROAD over BRANCH INTO STRONG RIVER
Structure number:SA6400000000081
Location:SEC 29 T 2N R 4E B
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:22.3 ft. [6.8 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:County Highway Agency [02]
Year built:1964
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:5
Main spans material:Concrete [1]
Main spans 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: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:54.1 tons [49.2 metric tons]
Inventory rating:32.5 tons [29.5 metric tons]
Sufficiency rating:77.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$540,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201677.7GoodGoodVery GoodVery GoodFO2000
September 201457.0GoodVery GoodVery GoodVery GoodFO2000
September 201257.0GoodVery GoodVery GoodVery GoodFO2000
September 201057.0GoodVery GoodVery GoodVery GoodFO2000
September 200957.0GoodVery GoodVery GoodVery GoodFO2000
September 200755.3GoodGoodGoodGoodFO1800
November 200555.3GoodGoodGoodGoodFO1800
January 200455.4GoodGoodGoodGoodFO1700
November 200155.4GoodGoodGoodGoodFO1700
December 199955.4GoodVery GoodGoodGoodFO1700
February 199855.5GoodVery GoodGoodGoodFO1600
January 199655.8GoodVery GoodGoodGoodFO1400