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


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


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
Prestressed Concrete Girder/Beamlinear ft.1,1891,189000
Reinforced Concrete Decksq. ft.8,3128,312000
Reinforced Concrete Abutmentlinear ft.9595000
Reinforced Concrete Pileeach44000
Reinforced Concrete Pier Caplinear ft.9595000
Compression Jointlinear ft.190019000
Elastomeric Bearingeach3434000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3903662400