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PR 22 NORTHBOUND over MARTIN PEĽA CHANNEL

Map

Coordinates:
+18.44500, -66.07500
18°26'42" N, 66°04'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 22 NORTHBOUND over MARTIN PEĽA CHANNEL
Structure number:010212
Location:2 KM S INT PR 26 & PR 22
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:123.4 ft. [37.6 m]
Total length:846.5 ft. [258.0 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:67.3 ft. [20.5 m]
Vertical clearance below bridge:249.4 ft. [76.0 m]
Owner:State Highway Agency [01]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:9
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: 2021

Good/Fair/Poor Condition:Fair
Average daily traffic:23,440 [as of 200]
Truck traffic:1% of total traffic
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Sufficiency rating:76.0
Estimated cost of work:$301,237,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
2021Fair7 out of 102344076.0
April 2018FairN out of 1023440076.0
December 2015FairN out of 1023440076.0
February 2014PoorN out of 1023440073.0
February 2012PoorN out of 1025970062.0
January 2011PoorN out of 1025970062.0
November 2009PoorN out of 1025970062.0
April 2007PoorN out of 1025970062.0
April 2004PoorN out of 1010205061.0
April 2003PoorN out of 1010205061.0
May 2001PoorN out of 1010205061.0
February 1999FairN out of 1010378077.0
April 1997FairN out of 1010000077.4
March 1996FairN out of 1010345079.2
November 1994FairN out of 1010345079.2
October 1993FairN out of 1010775065.3
November 1991FairN out of 109965067.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach2420400
Timber Columneach9200920
Reinforced Concrete Pier Caplinear ft.1,2931,18575330