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US-1 NB (SR-15) over THOMAS CREEK

Map 

Coordinates:
+30.50583, -81.79139
30°30'21" N, 81°47'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US-1 NB (SR-15) over THOMAS CREEK
Structure number:720663
Location:US-1 OVER THOMAS CREEK
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:23.0 ft. [7.0 m]
Total length:278.9 ft. [85.0 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:State Highway Agency [01]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:12
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,450 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:93.7 tons [85.2 metric tons]
Inventory rating:56.3 tons [51.2 metric tons]
Sufficiency rating:99.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201699.3GoodGoodGoodGood-7450
July 201499.4GoodGoodGoodGood-6900
July 201299.3GoodGoodGoodGood-7400
July 201099.3GoodGoodGoodGood-7950
July 200899.2GoodGoodGoodVery Good-8450
July 200699.1GoodGoodGoodVery Good-9300
July 200499.6GoodGoodGoodVery Good-8850
July 200299.6GoodGoodGoodVery Good-8100
August 200099.6GoodGoodGoodVery Good-7800
August 199899.7GoodExcellentExcellentExcellent-6900