SR1010 over BEAR CREEK


+35.63901, -79.26718
35°38'20" N, 79°16'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR1010 over BEAR CREEK
Structure number:000000000370170
Old structure number:000000000037170 (from 1992 edition)
Location:0.4 MI. S. JCT. SR2196
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:84.0 ft. [25.6 m]
Total length:154.9 ft. [47.2 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:2001
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: February 2016 

Status:Open, no restriction [A]
Average daily traffic:1,600 [as of 2012]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Operating rating:77.9 tons [70.8 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:94.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201694.6Not deficientGoodGoodGood1600
February 201494.6Not deficientGoodGoodGood1600
February 201294.8Not deficientGoodGoodGood1100
February 201094.8Not deficientSatisfactoryVery GoodVery Good1200
February 200894.5Not deficientSatisfactoryVery GoodVery Good1900
February 200694.8Not deficientSatisfactoryVery GoodVery Good1100
February 200494.6Not deficientSatisfactoryVery GoodVery Good1600
April 200294.6Not deficientSatisfactoryVery GoodVery Good1600
October 200194.8Not deficientExcellentExcellentExcellent1100
May 200015.2Structurally deficientFairGoodPoor1100
March 199815.7Structurally deficientFairGoodPoor1000
March 199615.7Structurally deficientFairGoodPoor1000
March 199415.7Structurally deficientFairGoodPoor1000
March 199216.2Structurally deficientFairGoodPoor900
March 199017.8Structurally deficientFairGoodPoor600