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RTE 907H over E TREMONT AVENUE

Map 

Coordinates:
+40.83981, -73.87288
40°50'23" N, 73°52'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907H over E TREMONT AVENUE
Structure number:000000001067109
Location:.2 MILE N JCT I95 & BRP
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:107.0 ft. [32.6 m]
Total length:108.9 ft. [33.2 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Vertical clearance below bridge:18.7 ft. [5.7 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1951
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:113,884 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:77.1 tons [70.1 metric tons]
Inventory rating:18.2 tons [16.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:30.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$12,025,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201530.4Structurally deficientPoorPoorFair113884
September 201457.5Structurally deficientPoorPoorFair106551
August 201357.5Structurally deficientPoorPoorFair106551
September 201275.5Structurally deficientPoorFairFair106600
October 201175.5Structurally deficientPoorFairFair106600
October 201074.4Structurally deficientPoorFairFair125879
November 200974.4Structurally deficientPoorFairFair125879
August 200774.4Structurally deficientPoorFairFair125879
April 200574.4Structurally deficientPoorFairFair125879
April 200374.4Structurally deficientPoorFairFair125879
May 200177.3Structurally deficientPoorFairSatisfactory75763
May 199975.8Structurally deficientPoorFairFair101264
May 199758.3Structurally deficientPoorPoorPoor96086
May 199556.1Structurally deficientPoorPoorPoor96086
May 199455.2Structurally deficientPoorPoorPoor103940
July 199355.5Structurally deficientPoorPoorPoor103940
November 199254.0Structurally deficientSeriousPoorPoor96086
December 199141.5Structurally deficientSeriousSeriousPoor40000