I-95 (SR-9) over TIRE CREEK


+30.18917, -81.55722
30°11'21" N, 81°33'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I-95 (SR-9) over TIRE CREEK
Structure number:720217
Location:0.3 MI. N. OF US-1
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:7.9 ft. [2.4 m]
Total length:25.6 ft. [7.8 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:122,000 [as of 2015]
Truck traffic:8% 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:91.7 tons [83.4 metric tons]
Sufficiency rating:70.0

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
July 201670.0Fair6 out of 10-122000
July 201470.0Fair6 out of 10-108500
July 201270.0Fair6 out of 10-123000
July 201070.0Good7 out of 10-115000
July 200870.0Good7 out of 10-115000
July 200670.0Good7 out of 10-129000
July 200470.0Good7 out of 10-127000
July 200270.0Good7 out of 10-130500
July 200070.0Good7 out of 10-91500
July 199867.0Good7 out of 10-103500
July 199667.0Good7 out of 10-90500
July 199471.5Good8 out of 10-63000
July 199272.0Good8 out of 10-60135
July 199072.6Good8 out of 10-57135