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OLD GLENWOOD ROAD over BEAR CREEK

Map

Coordinates:
+32.16763, -82.73303
32°10'03" N, 82°43'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD GLENWOOD ROAD over BEAR CREEK
Structure number:000000030950110
Location:2 MI NE OF ALAMO
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:20.7 ft. [6.3 m]
Owner:County Highway Agency [02]
Year built:1945
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:104 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:59.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$352,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairFairFairSatisfactory10459.7
August 2016FairFairFairSatisfactory10459.7
August 2014FairFairFairSatisfactory10459.7
August 2012FairFairFairSatisfactory10459.7
August 2010FairFairFairSatisfactory14059.6
September 2008FairFairFairSatisfactory14054.4
August 2006FairFairFairSatisfactory15054.4
July 2004FairFairFairSatisfactory10064.4
July 2002FairFairFairFair10064.4
July 2000FairFairFairFair59052.6
November 1998FairFairFairFair59052.5
December 1995FairSatisfactorySatisfactorySatisfactory59063.7
January 1994FairSatisfactorySatisfactorySatisfactory59063.7
January 1992FairSatisfactorySatisfactorySatisfactory59063.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach40400
Reinforced Concrete Abutmentlinear ft.4242000
Reinforced Concrete Pier Caplinear ft.4239210
Joints
Pourable Jointlinear ft.3600036
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4040000
Reinforced Concrete Bridge Raillinear ft.80700010
Deck
Reinforced Concrete Slabsq. ft.1,23601,222140