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US 19 (NBL) - SR 3 over DRY CREEK

Map

Coordinates:
+31.45389, -84.11814
31°27'14" N, 84°07'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 19 (NBL) - SR 3 over DRY CREEK
Structure number:000000009500640
Location:.77 MI N OF MITCHELL C.L.
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:40.0 ft. [12.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1959
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:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,960 [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: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 minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:23.8 tons [21.6 metric tons]
Sufficiency rating:64.6
Estimated cost of work:$703,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201564.6FairSatisfactorySatisfactorySatisfactoryFO10960
December 201364.6FairSatisfactorySatisfactorySatisfactoryFO10960
December 201164.5FairSatisfactoryGoodGoodFO12750
November 200964.6FairSatisfactoryGoodVery GoodFO12010
November 200764.6FairSatisfactoryGoodVery GoodFO12010
November 200564.4GoodGoodGoodVery GoodFO14650
November 200369.7GoodGoodGoodVery GoodFO12500
November 200169.7GoodGoodGoodVery GoodFO11300
December 199969.8GoodGoodGoodVery GoodFO10050
November 199769.8GoodGoodVery GoodVery GoodFO10050
July 199575.0GoodGoodVery GoodVery GoodFO10050
October 199375.0GoodGoodVery GoodVery GoodFO10050
November 199175.0GoodGoodVery GoodVery GoodFO10050

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.480480000
Deck
Reinforced Concrete Top Flangesq. ft.4,20004,20000
Substructure
Reinforced Concrete Abutmentlinear ft.6666000
Reinforced Concrete Pileeach88000
Reinforced Concrete Pier Caplinear ft.6662400
Joints
Pourable Jointlinear ft.140140000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.240240000