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I-295 SB (SR-9A) over MERRILL RD.

Map

Coordinates:
+30.35250, -81.55500
30°21'09" N, 81°33'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-295 SB (SR-9A) over MERRILL RD.
Structure number:720533
Location:0.1 MI. W. OF SR-113
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:107.0 ft. [32.6 m]
Total length:194.9 ft. [59.4 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:22,250 [as of 2014]
Truck traffic:14% of total traffic
Deck condition:Very Good [8 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]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:58.0 tons [52.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:97.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201597.0GoodVery GoodVery GoodVery Good-22250
March 201396.9GoodVery GoodVery GoodVery Good-22750
March 201199.0GoodVery GoodVery GoodVery Good-21250
March 200999.0GoodVery GoodVery GoodVery Good-21000
March 200799.3GoodVery GoodVery GoodVery Good-15750
March 200598.6GoodVery GoodVery GoodVery Good-15000
March 200398.6GoodVery GoodVery GoodVery Good-15250
March 200198.6GoodVery GoodVery GoodVery Good-16000
April 199998.7GoodVery GoodVery GoodVery Good-13500
April 199798.3GoodVery GoodVery GoodVery Good-9200
April 199598.6GoodVery GoodVery GoodVery Good-8001
April 199399.2GoodVery GoodVery GoodVery Good-6968
May 199198.6GoodVery GoodVery GoodVery Good-10470

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,1891,189000
Deck
Reinforced Concrete Decksq. ft.8,3128,312000
Substructure
Reinforced Concrete Abutmentlinear ft.9595000
Reinforced Concrete Pileeach44000
Reinforced Concrete Pier Caplinear ft.9595000
Joints
Compression Jointlinear ft.190019000
Bearings
Elastomeric Bearingeach3434000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3903662400