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SIXTEENTHSTREET BR over SMALLMAN ST, ALLEG. RIV.

Map 

Coordinates:
+40.45293, -79.99239
40°27'11" N, 79°59'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SIXTEENTHSTREET BR over SMALLMAN ST, ALLEG. RIV.
Structure number:000000000002384
Old structure number:027301000020150 (from 1992 edition)
Location:AL05 16TH ST BRIDGE
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:437.0 ft. [133.2 m]
Total length:1900.0 ft. [579.1 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:59.7 ft. [18.2 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:3280.7 ft. [999.9 m]
Owner:County Highway Agency [02]
Year built:1922
Year reconstructed:2003
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Arch - Thru [12]
Deck type:Closed Grating [4]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:14,656 [as of 2006]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 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 replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:67.8 tons [61.6 metric tons]
Inventory rating:40.8 tons [37.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:57.6
Estimated cost of work:$124,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201457.6Functionally obsoleteSatisfactoryFairSatisfactory14656
March 201257.6Functionally obsoleteSatisfactoryFairSatisfactory14656
March 201057.6Not deficientSatisfactoryFairSatisfactory14656
March 200857.6Not deficientSatisfactoryFairSatisfactory14656
March 200657.6Not deficientSatisfactoryFairSatisfactory14656
March 200458.8Not deficientSatisfactoryFairSatisfactory14656
September 200246.1Structurally deficientFairPoorFair14656
July 200046.1Structurally deficientFairPoorFair14656
20000.0Not applicable---50
October 199859.7Functionally obsoleteSatisfactoryFairFair14656
October 199656.7Functionally obsoleteSatisfactoryFairFair14656
August 199554.3Functionally obsoleteSatisfactoryFairFair14656
August 199354.3Functionally obsoleteGoodFairFair14656
August 199156.5Functionally obsoleteGoodFairFair14656