Share:

RHYMES RD over WHITE OAK CREEK

Map

Coordinates:
+32.03217, -90.35934
32°01'56" N, 90°21'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:RHYMES RD over WHITE OAK CREEK
Structure number:SA1500000000060
Location:SEC 12 T 2N R 2W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:30.8 ft. [9.4 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:80 [as of 2015]
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:62.0 tons [56.4 metric tons]
Inventory rating:37.1 tons [33.7 metric tons]
Sufficiency rating:100.0

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
November 2016100.0Good7 out of 10-80
November 2014100.0Good7 out of 10-80
November 201292.5Good7 out of 10-80
November 201092.5Good8 out of 10-80
October 200991.5Good8 out of 10-80
October 200791.5Good8 out of 10-80
December 200591.5Good8 out of 10-80
January 200491.5Good8 out of 10-80
December 200191.5Good8 out of 10-80
December 199991.5Good8 out of 10-80
February 199891.5Good8 out of 10-80
February 199692.5Good8 out of 10-80