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SR-10A over HOGAN CREEK

Map 

Coordinates:
+30.33083, -81.65000
30°19'51" N, 81°39'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR-10A over HOGAN CREEK
Structure number:720094
Location:SR-10A / HOGAN CREEK
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:9.8 ft. [3.0 m]
Total length:30.8 ft. [9.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1953
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: January 2015 

Status:Open, no restriction [A]
Average daily traffic:47,000 [as of 2013]
Truck traffic:4% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:64.1 tons [58.3 metric tons]
Inventory rating:38.4 tons [34.9 metric tons]
Sufficiency rating:59.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201559.0Not deficient---47000
June 201259.0Not deficient---49000
June 201059.0Not deficient---47000
June 200859.0Not deficient---47000
June 200663.0Not deficient---32500
June 200462.5Not deficient---34000
June 200262.2Not deficient---32000
June 200069.2Not deficient---52000
June 199869.0Not deficient---61001
July 199667.0Not deficient---60500
July 199467.0Not deficient---60000
July 199268.7Not deficient---48539
August 199067.0Not deficient---57690