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RAYMOND ROAD over TRIB TO TURKEY CREEK

Map

Coordinates:
+31.96778, -90.41839
31°58'04" N, 90°25'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAYMOND ROAD over TRIB TO TURKEY CREEK
Structure number:SA1500000000065
Location:SEC 32 T 2N R 2W B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1982
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:4
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
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:60 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 minimum criteria [6]
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:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:97.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$208,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201597.0GoodGoodGoodVery Good-60
November 201497.0GoodGoodGoodVery Good-60
November 201334.9----SD60
November 201239.9PoorGoodSatisfactoryPoorSD60
November 201139.9PoorGoodGoodPoorSD60
November 201039.9PoorGoodGoodPoorSD60
October 200939.9PoorGoodGoodPoorSD60
October 200836.9PoorGoodGoodPoorSD90
October 200736.9PoorGoodGoodPoorSD90
December 200636.9PoorGoodGoodPoorSD90
December 200536.9PoorGoodGoodPoorSD90
October 200436.9PoorGoodGoodPoorSD90
January 200436.9PoorGoodGoodPoorSD90
December 200136.9PoorGoodGoodPoorSD90
December 199974.5GoodVery GoodVery GoodGood-60
February 199874.5GoodVery GoodVery GoodGood-60
February 199674.5GoodVery GoodVery GoodGood-60