Share:

CHELSEA ROAD over SAWMILL CREEK

Map 

Coordinates:
+40.60813, -74.18861
40°36'29" N, 74°11'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHELSEA ROAD over SAWMILL CREEK
Structure number:000000002249880
Location:1/4 MI N OF 440-EXIT 8
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:49.9 ft. [15.2 m]
Total length:52.8 ft. [16.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,791 [as of 2011]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inventory rating:74.8 tons [68.0 metric tons]
Sufficiency rating:93.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,242,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201593.9GoodVery GoodExcellentExcellent-1791
May 201394.0GoodVery GoodExcellentExcellent-1258
May 201194.0GoodVery GoodExcellentExcellent-1258
May 200995.1GoodExcellentExcellentExcellent-880
May 200795.1GoodExcellentExcellentExcellent-858
April 200594.0GoodExcellentExcellentExcellent-1258
May 200394.0GoodExcellentExcellentExcellent-1258
May 200198.9GoodExcellentExcellentExcellent-400
June 199998.9GoodExcellentExcellentExcellent-400
May 199826.8PoorPoorPoorSeriousSD640
December 199798.9GoodVery GoodVery GoodVery Good-400
March 199726.3PoorPoorPoorSeriousSD640
June 199525.9PoorPoorPoorSeriousSD640
September 199425.9PoorPoorPoorSeriousSD640
July 199325.9PoorPoorPoorSeriousSD640
July 199243.1PoorPoorPoorPoorSD640
September 199160.7PoorPoorPoorPoorSD640