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SR1304 over CANOE CREEK

Map 

Coordinates:
+35.74068, -81.72402
35°44'26" N, 81°43'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1304 over CANOE CREEK
Structure number:000000000230361
Location:.5 MI.N.JCT.US70
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:68.9 ft. [21.0 m]
Total length:210.0 ft. [64.0 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1974
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:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:16,000 [as of 2012]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:90.9 tons [82.6 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Sufficiency rating:97.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201597.5Not deficientSatisfactoryGoodSatisfactory16000
November 201397.5Not deficientSatisfactoryGoodSatisfactory16000
November 201185.7Not deficientFairGoodFair12000
November 200997.8Not deficientSatisfactoryVery GoodGood13000
October 200797.6Not deficientSatisfactoryVery GoodVery Good15000
January 200697.6Not deficientSatisfactoryVery GoodVery Good15000
September 200397.6Not deficientSatisfactoryVery GoodVery Good15000
January 200297.6Not deficientSatisfactoryVery GoodVery Good14900
January 200097.6Not deficientSatisfactoryVery GoodVery Good14900
April 199092.6Not deficientSatisfactoryVery GoodVery Good10000