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SR1127 over SILVER CREEK

Map 

Coordinates:
+35.68244, -81.79985
35°40'57" N, 81°47'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1127 over SILVER CREEK
Structure number:000000000230091
Location:.9 MI.S.JCT.SR1142
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:77.1 ft. [23.5 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:36.7 ft. [11.2 m]
Deck width edge-to-edge:38.7 ft. [11.8 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:2006
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:620 [as of 2000]
Truck traffic:6% 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:95.8 tons [87.1 metric tons]
Inventory rating:56.9 tons [51.7 metric tons]
Sufficiency rating:99.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201599.7Not deficientGoodGoodGood620
October 201399.7Not deficientGoodGoodGood620
October 201199.7Not deficientGoodGoodGood620
October 200999.7Not deficientVery GoodVery GoodVery Good620
September 200799.7Not deficientExcellentExcellentExcellent620
October 200699.7Not deficientExcellentExcellentExcellent620
December 200538.2Structurally deficientGoodSatisfactorySatisfactory620
October 200338.2Structurally deficientGoodGoodSatisfactory620
March 200237.8Structurally deficientGoodGoodSatisfactory830
February 200038.6Structurally deficientVery GoodGoodSatisfactory350
June 198933.4Structurally deficientVery GoodGoodSatisfactory100