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POPULAR CROSS RD over RICHLAND CREEK

Map

Coordinates:
+32.71666, -84.40189
32°42'60" N, 84°24'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:POPULAR CROSS RD over RICHLAND CREEK
Structure number:000000026350570
Location:8.2 MI NE OF JUNCTION CTY
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:26.9 ft. [8.2 m]
Total length:134.8 ft. [41.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1955
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:5
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: December 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:490 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:41.6 tons [37.8 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:64.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$791,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201564.5FairSatisfactorySatisfactoryFair-490
December 201364.5FairSatisfactorySatisfactoryFair-490
December 201162.9FairSatisfactorySatisfactoryFair-600
January 201062.9FairSatisfactorySatisfactoryFair-720
January 200862.9FairSatisfactorySatisfactoryFair-720
December 200564.2FairSatisfactorySatisfactoryFair-690
January 200459.6FairSatisfactorySatisfactoryFair-840
January 200266.7FairSatisfactorySatisfactoryFair-180
February 200073.7FairSatisfactorySatisfactorySatisfactory-200
January 199873.7GoodGoodGoodGood-200
January 199675.4GoodGoodGoodGood-200
January 199475.4GoodGoodGoodGood-200
December 199175.6GoodGoodGoodGood-200

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.5404608000
Steel Protective Coatingsq. ft.2,9300002,930
Deck
Reinforced Concrete Decksq. ft.4,0503,18886200
Substructure
Reinforced Concrete Abutmentlinear ft.6868000
Steel Pileeach160880
Steel Protective Coatingsq. ft.963000963
Reinforced Concrete Pier Caplinear ft.112112000
Joints
Pourable Jointlinear ft.115000115
Bearings
Movable Bearingeach2020000
Steel Protective Coatingsq. ft.2000020
Fixed Bearingeach2020000
Steel Protective Coatingsq. ft.2000020
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.270270000