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BOLTON ROAD over I-285- PROCTOR CREEK

Map

Coordinates:
+33.80013, -84.48815
33°48'00" N, 84°29'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BOLTON ROAD over I-285- PROCTOR CREEK
Structure number:000000012100670
Location:IN W ATLANTA
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:134.8 ft. [41.1 m]
Total length:513.1 ft. [156.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:37.7 ft. [11.5 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1968
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:5
Main spans material:Steel [3]
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: July 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,140 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:25.7 tons [23.4 metric tons]
Sufficiency rating:61.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,007,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201561.1FairSatisfactoryGoodGoodFO14140
July 201361.1FairSatisfactoryGoodGoodFO14140
July 201165.0GoodGoodGoodGood-15160
September 200965.0GoodGoodVery GoodGood-15160
July 200765.4GoodGoodVery GoodGood-13150
August 200565.2GoodGoodVery GoodGood-14230
August 200376.9GoodGoodVery GoodGood-17900
October 200177.0GoodVery GoodVery GoodGood-17300
July 199974.5FairSatisfactoryGoodGood-19500
October 199675.5FairSatisfactoryGoodGood-19500
November 199474.8FairFairSatisfactoryGood-16790
November 199274.8FairFairSatisfactoryGood-16790
November 199075.8FairFairGoodGood-16790

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.3,0783,078000
Steel Protective Coatingsq. ft.40,02240,022000
Deck
Reinforced Concrete Decksq. ft.19,293019,263300
Substructure
Reinforced Concrete Columneach86200
Reinforced Concrete Abutmentlinear ft.7668800
Reinforced Concrete Pier Caplinear ft.152143900
Joints
Compression Jointlinear ft.2283201960
Bearings
Movable Bearingeach3026400
Steel Protective Coatingsq. ft.3026040
Fixed Bearingeach3030000
Steel Protective Coatingsq. ft.3030000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,0261,026000