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MD 795 over CAMBRIDGE CREEK

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:MD 795 over CAMBRIDGE CREEK
Structure number:100000090008010
Location:0.04 MI E OF MARKET ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:64.0 ft. [19.5 m]
Total length:315.0 ft. [96.0 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:38.7 ft. [11.8 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Owner:State Highway Agency [01]
Year built:1938
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:11,610 [as of 2009]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:47.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,605,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201647.4FairGoodFairSatisfactoryFO11610
January 201547.4FairGoodFairSatisfactoryFO11610
January 201345.8FairGoodFairSatisfactoryFO11610
January 201145.4FairGoodFairSatisfactoryFO11610
February 200926.1PoorPoorPoorFairSD11450
December 20066.0PoorPoorSeriousFairSD5599
November 200434.6PoorFairPoorFairSD5599
October 200258.4FairFairSatisfactorySatisfactoryFO5599
August 200158.4FairFairSatisfactorySatisfactoryFO5599
September 200058.4FairFairSatisfactorySatisfactoryFO5599
September 199958.4FairFairSatisfactorySatisfactoryFO5599
September 199858.4FairFairSatisfactorySatisfactoryFO5599
October 199758.4FairFairSatisfactorySatisfactoryFO5599
October 199658.4FairFairSatisfactorySatisfactoryFO5599
February 199547.5FairFairFairSatisfactoryFO5599
February 199344.5FairFairFairSatisfactoryFO5599
February 199255.9FairFairFairSatisfactoryFO5599