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TODDVILLE RD. over PAW CREEK

Map 

Coordinates:
+35.25552, -80.92720
35°15'20" N, 80°55'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TODDVILLE RD. over PAW CREEK
Structure number:000000001190372
Location:0.3 MI.S.JCT.PAW CREEK RD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:53.2 ft. [16.2 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1982
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 continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:4,600 [as of 2012]
Truck traffic:7% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:94.8 tons [86.2 metric tons]
Inventory rating:72.8 tons [66.2 metric tons]
Sufficiency rating:98.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201498.7Not deficient---4600
April 201298.3Not deficient---6000
April 201098.3Not deficient---6000
April 200898.3Not deficient---6000
March 200698.3Not deficient---6000
May 200498.3Not deficient---6000
July 200298.3Not deficient---6000
July 200098.3Not deficient---6000
March 199898.3Not deficient---6000
April 199098.2Not deficient---6000