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OLD STATE RT. 293 over PUMPKINVINE CREEK

Map

Coordinates:
+34.10169, -84.73792
34°06'06" N, 84°44'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD STATE RT. 293 over PUMPKINVINE CREEK
Structure number:000000001501380
Location:IN SOUTH EMERSON
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:75.1 ft. [22.9 m]
Total length:225.1 ft. [68.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1992
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:Prestressed concrete [5]
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: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,780 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:71.3 tons [64.8 metric tons]
Inventory rating:38.6 tons [35.1 metric tons]
Sufficiency rating:99.7
Estimated cost of work:$1,319,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201699.7GoodGoodVery GoodVery Good-1780
September 201499.7GoodGoodVery GoodVery Good-1780
September 201299.7GoodGoodVery GoodVery Good-1780
September 201094.4GoodGoodVery GoodVery Good-2430
August 200894.4GoodGoodVery GoodVery Good-2430
July 200694.4GoodGoodVery GoodVery Good-2430
July 200498.5GoodGoodVery GoodVery Good-2430
July 200298.5GoodGoodVery GoodVery Good-2600
July 200098.5GoodGoodVery GoodVery Good-2740
September 199898.5GoodGoodVery GoodVery Good-2740
July 199698.5GoodVery GoodVery GoodVery Good-2740
September 199499.4GoodVery GoodVery GoodVery Good-2740
September 199299.4GoodVery GoodVery GoodVery Good-2740

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,3501,350000
Deck
Reinforced Concrete Decksq. ft.9,7419,741000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.8484000
Reinforced Concrete Pier Caplinear ft.8484000
Joints
Pourable Jointlinear ft.126126000
Bearings
Elastomeric Bearingeach3636000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.450450000
Coatings
Wearing Surfacessq. ft.800800000