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MONTICELLO RD. over BAHALA CREEK

Map

Coordinates:
+31.83052, -90.36118
31°49'50" N, 90°21'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:MONTICELLO RD. over BAHALA CREEK
Structure number:SA1500000000170
Location:SEC 24 T10N R 8E B
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:County Highway Agency [02]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
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: November 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2014]
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:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:67.3 tons [61.2 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Sufficiency rating:88.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201588.7GoodGoodVery GoodVery Good-1000
November 201388.7GoodVery GoodVery GoodVery Good-1000
November 201188.7GoodVery GoodVery GoodVery Good-1000
October 200988.7GoodVery GoodVery GoodVery Good-1000
October 200788.7GoodVery GoodVery GoodVery Good-980
December 200588.7GoodVery GoodVery GoodVery Good-980
January 200488.7GoodVery GoodVery GoodVery Good-980
December 200188.7GoodVery GoodVery GoodVery Good-930
December 199988.7GoodVery GoodVery GoodVery Good-930
February 199888.7GoodVery GoodVery GoodVery Good-930
February 199688.7GoodVery GoodVery GoodVery Good-930