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RTE 907C over FRESH CREEK

Map 

Coordinates:
+40.63839, -73.87874
40°38'18" N, 73°52'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907C over FRESH CREEK
Structure number:000000002231509
Location:5.0 MI SW I678+BELT PKWY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:110.2 ft. [33.6 m]
Total length:316.6 ft. [96.5 m]
Roadway width between curbs:106.6 ft. [32.5 m]
Deck width edge-to-edge:126.6 ft. [38.6 m]
Vertical clearance below bridge:21.0 ft. [6.4 m]
Skew angle:29°
Owner:City or Municipal Highway Agency [04]
Year built:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:139,748 [as of 2008]
Truck traffic:4% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:65.9 tons [59.9 metric tons]
Sufficiency rating:84.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$525,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201584.0Not deficientExcellentExcellentExcellent139748
November 201384.0Not deficientExcellentExcellentExcellent139748
October 201262.0Functionally obsoleteExcellentExcellentExcellent139700
November 201142.5Structurally deficientPoorFairFair139700
August 201042.5Structurally deficientPoorFairFair139748
August 200942.5Structurally deficientPoorFairFair139748
October 200842.5Structurally deficientPoorFairFair145417
August 200742.5Structurally deficientPoorFairFair145626
August 200642.5Structurally deficientPoorFairFair145626
August 200543.8Structurally deficientPoorFairFair145417
August 200443.8Structurally deficientPoorFairFair145417
August 200347.1Structurally deficientPoorFairFair145417
August 200247.1Structurally deficientPoorFairFair138815
July 200122.1Structurally deficientPoorFairPoor138815
September 200022.1Structurally deficientPoorSatisfactoryPoor138815
October 199920.6Structurally deficientPoorSatisfactoryPoor142339
November 199836.6Structurally deficientPoorFairFair142959
December 19972.6Structurally deficientSeriousPoorSerious130608
August 19962.4Structurally deficientSeriousPoorSerious130608
July 19952.4Structurally deficientSeriousPoorSerious130608
November 19942.4Structurally deficientSeriousPoorSerious117936
November 199318.4Structurally deficientSeriousPoorSerious130608
July 199218.4Structurally deficientSeriousPoorSerious110000
October 199135.4Structurally deficientSeriousPoorPoor110000