Share:

PR 41 over DE LOS MUERTOS CREEK

Map

Coordinates:
+18.40991, -66.06492
18°24'36" N, 66°03'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 41 over DE LOS MUERTOS CREEK
Structure number:001971
Location:NORTH OF PI¥ERO AVEN
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:23.3 ft. [7.1 m]
Total length:27.2 ft. [8.3 m]
Roadway width between curbs:41.0 ft. [12.5 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1929
Year reconstructed:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: 2081

Good/Fair/Poor Condition:Fair
Average daily traffic:908 [as of 4200]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Sufficiency rating:589.0
Estimated cost of work:$300,017,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
2081Fair6 out of 10908589.0
September 2018FairN out of 10908458.9
August 2016FairN out of 10908458.9
August 2014FairN out of 10908459.6
August 2012FairN out of 10908456.6
September 2010FairN out of 10908458.9
September 2008FairN out of 101210055.3
October 2006FairN out of 101180079.6
June 2004FairN out of 101030079.8
April 2001FairN out of 101030080.8
March 1999FairN out of 10970082.9
August 1996FairN out of 101350036.6
November 1994FairN out of 101300037.6
October 1992FairN out of 101300023.6
February 1991FairN out of 101200048.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Reinforced Concrete Decksq. ft.1,2381,2162200
Wearing Surfacessq. ft.1,1091,109000
Substructure
Reinforced Concrete Abutmentlinear ft.118111700
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7272000