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I-10EB TO LANE AVE over CEDAR RIVER

Map 

Coordinates:
+30.31500, -81.75389
30°18'54" N, 81°45'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-10EB TO LANE AVE over CEDAR RIVER
Structure number:720379
Location:I-10 EB RAMP/ CEDAR RIVER
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:12.1 ft. [3.7 m]
Total length:37.1 ft. [11.3 m]
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:1989
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,500 [as of 2014]
Truck traffic:5% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating:61.8 tons [56.2 metric tons]
Sufficiency rating:99.1

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201599.1Fair6 out of 10-6500
June 201399.3Good7 out of 10-5200
June 201199.1Good7 out of 10-6200
June 200998.0Good7 out of 10-14051
June 200796.0Good7 out of 10-14001
June 200596.1Good7 out of 10-13851
May 200396.1Good7 out of 10-13851
May 200196.1Good7 out of 10-13751
June 199996.2Good7 out of 10-13001
June 199796.2Good7 out of 10-12901
August 199596.5Good7 out of 10-9701
August 199396.6Good8 out of 10-9601
October 199196.6Good8 out of 10-9501