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HOPEWELL ROAD over LIMESTONE CREEK

Map

Coordinates:
+31.98282, -90.10547
31°58'58" N, 90°06'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HOPEWELL ROAD over LIMESTONE CREEK
Structure number:SA6400000000061
Location:SEC 28 T 2N R 2E B
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:30.8 ft. [9.4 m]
Total length:106.0 ft. [32.3 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1962
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:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:60.3 tons [54.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:88.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$276,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201688.5GoodGoodGoodGood-150
September 201488.5GoodGoodGoodGood-150
September 201268.0GoodGoodGoodGood-150
September 201068.0GoodGoodGoodGood-150
September 200968.0GoodGoodGoodGood-150
September 200767.9GoodGoodGoodGood-240
November 200563.4GoodGoodGoodGood-300
October 200463.4GoodGoodGoodGood-300
January 200422.1PoorSatisfactoryFairImminent FailureSD300
November 200163.4GoodGoodGoodGood-300
December 199963.4GoodVery GoodVery GoodGood-300
February 199863.4GoodVery GoodVery GoodGood-300
January 199668.0GoodVery GoodVery GoodGood-140