SR 8 over CREEK


+33.89655, -88.99359
33°53'48" N, 88°59'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR 8 over CREEK
Structure number:310000800912660
Location:2.4 MI E SR 15
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:12.1 ft. [3.7 m]
Total length:29.9 ft. [9.1 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1940
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,500 [as of 2013]
Truck traffic:8% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
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:68.0 tons [61.8 metric tons]
Inventory rating:40.7 tons [37.0 metric tons]
Sufficiency rating:92.4

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201592.4Good7 out of 10-8500
May 201392.4Good7 out of 10-8500
May 201190.2Good7 out of 10-11000
October 200990.2Good7 out of 10-11000
September 200890.2Good7 out of 10-11000
September 200690.2Good7 out of 10-11000
September 200490.2Good7 out of 10-11000
September 200295.4Good7 out of 10-5200
August 200095.7Good7 out of 10-4840
September 199895.7Good7 out of 10-4840
September 199687.8Good7 out of 10-4840
October 199485.7Good7 out of 10-4840
March 199385.7Good7 out of 10-4840
February 199178.3Good7 out of 10-4840