Share:

I-295 NB (BUCKMAN) over ST. JOHNS RIVER

Map

Coordinates:
+30.18972, -81.65917
30°11'23" N, 81°39'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-295 NB (BUCKMAN) over ST. JOHNS RIVER
Structure number:720343
Location:I-295 OVER ST.JOHNS RIVER
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:250.0 ft. [76.2 m]
Total length:16301.0 ft. [4968.3 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:71.2 ft. [21.7 m]
Vertical clearance above deck:18.7 ft. [5.7 m]
Vertical clearance below bridge:65.0 ft. [19.8 m]
Owner:State Highway Agency [01]
Year built:1970
Year reconstructed:1995
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:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:62,750 [as of 2014]
Truck traffic:11% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:42.5 tons [38.6 metric tons]
Inventory rating:32.8 tons [29.8 metric tons]
Sufficiency rating:90.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$839,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201590.7FairSatisfactorySatisfactorySatisfactory-62750
April 201390.7FairSatisfactorySatisfactorySatisfactory-62500
April 201190.9FairSatisfactorySatisfactorySatisfactory-60750
April 200992.1FairSatisfactorySatisfactorySatisfactory-62500
April 200791.9FairSatisfactorySatisfactorySatisfactory-64750
April 200591.9FairSatisfactoryGoodSatisfactory-54500
June 200392.8FairSatisfactoryGoodSatisfactory-56000
June 200185.0FairSatisfactoryGoodSatisfactory-57750
May 199985.0FairSatisfactoryGoodSatisfactory-55500
May 199782.7FairSatisfactoryGoodFair-39500
May 199576.5FairFairGoodSatisfactory-37250
August 199364.7FairFairGoodFair-38050
October 199177.4FairSatisfactoryGoodSatisfactory-38050

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.4,95704,939180
Steel Protective Coatingsq. ft.1,0001,000000
Prestressed Concrete Girder/Beamlinear ft.143,891142,8161,045300
Deck
Reinforced Concrete Decksq. ft.1,160,5761,160,576000
Substructure
Reinforced Concrete Pier Walllinear ft.138588720
Reinforced Concrete Abutmentlinear ft.144144000
Reinforced Concrete Pile Cap/Footinglinear ft.305305000
Steel Pileeach2221010
Steel Protective Coatingsq. ft.1,0001,000000
Prestressed Concrete Pileeach5835116750
Reinforced Concrete Pileeach152149120
Reinforced Concrete Pier Caplinear ft.15,01012,3222,5111770
Joints
Pourable Jointlinear ft.136128800
Compression Jointlinear ft.4,03948985002,700
Open Jointlinear ft.3,9563,64930700
Bearings
Elastomeric Bearingeach1,7241,724000
Movable Bearingeach1,09198310800
Steel Protective Coatingsq. ft.1,0001,000000
Fixed Bearingeach1,07396710600
Steel Protective Coatingsq. ft.1,0001,000000
Pot Bearingeach1641200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.32,60032,4989570