Share:

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 2014 

Status:Open, no restriction [A]
Average daily traffic:6,900 [as of 2013]
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: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]
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:99.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201499.4Not deficientGoodGoodGood6900
July 201299.3Not deficientGoodGoodGood7400
July 201099.3Not deficientGoodGoodGood7950
July 200899.2Not deficientGoodGoodVery Good8450
July 200699.1Not deficientGoodGoodVery Good9300
July 200499.6Not deficientGoodGoodVery Good8850
July 200299.6Not deficientGoodGoodVery Good8100
August 200099.6Not deficientGoodGoodVery Good7800
August 199899.7Not deficientExcellentExcellentExcellent6900