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SR1139 over ROCKY RIVER

Map

Coordinates:
+35.31632, -80.59522
35°18'59" N, 80°35'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR1139 over ROCKY RIVER
Structure number:000000000250179
Location:1.1 MI. W. JCT. SR1217
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:54.1 ft. [16.5 m]
Total length:331.1 ft. [100.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:6
Main spans material:Prestressed concrete [5]
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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,500 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:73.8 tons [67.1 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:66.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201666.0FairFairSatisfactoryFairFO6500
May 201467.0FairFairGoodFairFO6500
May 201266.0FairFairFairFairFO5600
May 201078.0FairSatisfactoryGoodSatisfactoryFO6800
July 200878.0FairSatisfactoryGoodSatisfactoryFO6800
July 200678.0FairSatisfactoryGoodSatisfactoryFO6800
May 200478.0FairSatisfactoryGoodSatisfactoryFO6300
June 200278.0FairSatisfactoryGoodSatisfactoryFO5400
December 199978.0GoodGoodGoodGoodFO3250
October 199156.8GoodGoodGoodGood-2000