SR1164 over MUD CREEK


+35.29754, -82.46244
35°17'51" N, 82°27'45" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1164 over MUD CREEK
Structure number:000000000890082
Location:.15 MI.E.JCT.SR1127
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:39.0 ft. [11.9 m]
Total length:121.1 ft. [36.9 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1971
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,400 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:51.9 tons [47.2 metric tons]
Inventory rating:30.9 tons [28.1 metric tons]
Sufficiency rating:73.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201573.9FairGoodGoodSatisfactoryFO6400
June 201372.9FairGoodGoodSatisfactoryFO6400
June 201160.6FairGoodGoodFairFO6400
June 200971.6FairGoodGoodSatisfactoryFO6400
June 200771.6FairGoodGoodSatisfactoryFO6400
June 200569.2FairGoodGoodSatisfactoryFO6400
May 200369.3FairGoodGoodSatisfactoryFO6000
August 200169.3FairGoodGoodSatisfactoryFO5900
August 199970.8FairGoodGoodSatisfactoryFO4700
April 199170.0FairVery GoodVery GoodSatisfactoryFO2500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Closed Web/Box Girderlinear ft.1,0801,078200
Prestressed Concrete Top Flangesq. ft.2,9702,970000
Steel Abutmentlinear ft.6057300
Steel Pileeach2014600
Reinforced Concrete Pier Caplinear ft.100100000
Pourable Jointlinear ft.104104000
Elastomeric Bearingeach5454000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.244244000
Wearing Surfacessq. ft.2,8662,8432300