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US 61 over BOGUE PHALIA RIVER

Map

Coordinates:
+33.44687, -90.85893
33°26'49" N, 90°51'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 61 over BOGUE PHALIA RIVER
Structure number:21000610762010A
Location:3.4 MI N US 82
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:63.0 ft. [19.2 m]
Total length:441.0 ft. [134.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Owner:State Highway Agency [01]
Year built:1948
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:7
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,800 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
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:37.5 tons [34.1 metric tons]
Inventory rating:22.4 tons [20.4 metric tons]
Sufficiency rating:64.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$999,999,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201664.7FairSatisfactorySatisfactorySatisfactoryFO4800
May 201463.1FairSatisfactorySatisfactorySatisfactoryFO4800
May 201267.8FairSatisfactorySatisfactorySatisfactoryFO5300
May 201167.8FairSatisfactorySatisfactorySatisfactoryFO5300
May 201067.8FairSatisfactorySatisfactorySatisfactoryFO5300
May 200970.8FairSatisfactorySatisfactorySatisfactoryFO5300
May 200868.9FairSatisfactorySatisfactorySatisfactoryFO5100
March 200768.8FairSatisfactorySatisfactorySatisfactoryFO5600
June 200669.9FairSatisfactorySatisfactorySatisfactoryFO5000
April 200568.8FairSatisfactorySatisfactorySatisfactoryFO5400
April 200468.8FairSatisfactorySatisfactorySatisfactoryFO5200
April 200370.0FairSatisfactorySatisfactorySatisfactoryFO2450
March 200270.0FairSatisfactorySatisfactorySatisfactoryFO2450
May 200168.0FairSatisfactorySatisfactorySatisfactoryFO2450
February 200067.6FairSatisfactorySatisfactorySatisfactoryFO4400
June 199868.6FairSatisfactorySatisfactorySatisfactoryFO4400
June 199768.6FairSatisfactorySatisfactorySatisfactoryFO4400
July 199668.9FairSatisfactorySatisfactorySatisfactoryFO2100
July 199556.2FairSatisfactorySatisfactorySatisfactoryFO2000
August 199356.3FairSatisfactorySatisfactorySatisfactoryFO1680
February 199156.3FairSatisfactorySatisfactorySatisfactoryFO1310
August 199063.4FairSatisfactorySatisfactorySatisfactoryFO1310