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RTE 908A over BARTOW AVENUE, HUTCHINSO

Map 

Coordinates:
+40.86854, -73.82152
40°52'07" N, 73°49'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 908A over BARTOW AVENUE, HUTCHINSO
Structure number:000000002075859
Location:.7 MI NE I95 &HTCHSN R PK
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:157.8 ft. [48.1 m]
Total length:686.7 ft. [209.3 m]
Roadway width between curbs:74.8 ft. [22.8 m]
Deck width edge-to-edge:86.9 ft. [26.5 m]
Vertical clearance below bridge:3280.7 ft. [999.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1935
Year reconstructed:1992
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:120,518 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:91.1 tons [82.8 metric tons]
Inventory rating:32.3 tons [29.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:68.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$474,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201568.0Functionally obsoleteSatisfactoryFairGood120518
November 201478.8Functionally obsoleteFairSatisfactoryGood120518
October 201367.0Functionally obsoleteFairFairGood116002
October 201278.8Functionally obsoleteFairSatisfactoryGood120600
October 201178.8Functionally obsoleteFairSatisfactoryGood120600
November 201079.6Functionally obsoleteFairSatisfactoryGood106957
December 200981.5Functionally obsoleteFairSatisfactoryGood106957
October 200881.4Functionally obsoleteFairSatisfactoryGood108674
November 200781.5Functionally obsoleteFairSatisfactoryGood106022
October 200681.2Functionally obsoleteFairSatisfactoryGood111846
November 200582.0Functionally obsoleteSatisfactoryGoodVery Good116879
October 200482.0Functionally obsoleteGoodGoodVery Good116879
October 200282.9Functionally obsoleteGoodVery GoodVery Good99672
October 200082.2Functionally obsoleteVery GoodVery GoodVery Good113825
October 199883.4Functionally obsoleteVery GoodVery GoodVery Good90791
December 199668.0Functionally obsoleteSatisfactoryFairFair85173
November 199455.2Structurally deficientSatisfactoryFairPoor46425
November 199249.0Structurally deficientVery GoodSatisfactoryPoor125000
August 199047.0Structurally deficientPoorPoorPoor125000