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CEDAR ROAD CR 23 over DOAN BROOK

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

Facts 

Name:CEDAR ROAD CR 23 over DOAN BROOK
Structure number:1833847
Location:EAST OF M.L.KING BLVD
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:22.0 ft. [6.7 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Skew angle:30°
Owner:County Highway Agency [02]
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:39,598 [as of 2002]
Truck traffic:2% of total traffic
Deck condition:Critical [2 out of 9]
Superstructure condition:Critical [2 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:2.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 20152.0Structurally deficientCriticalCriticalFair39598
December 201417.0Structurally deficientSeriousSeriousFair39598
September 201314.8Structurally deficientSeriousSeriousFair39598
September 201214.8Structurally deficientSeriousSeriousFair39598
October 201114.8Structurally deficientSeriousSeriousSatisfactory39598
October 201014.8Structurally deficientSeriousSeriousSatisfactory39598
October 20099.5Structurally deficientSeriousSeriousSatisfactory39598
200968.1Functionally obsolete---39598
200068.1Functionally obsolete---39598