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PR 157 over MATRULLAS RIVER

Map

Coordinates:
+18.23000, -66.49333
18°13'48" N, 66°29'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 157 over MATRULLAS RIVER
Structure number:003251
Location:10 KM WEST OF OROCOVIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.2 ft. [15.0 m]
Total length:98.4 ft. [30.0 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:State Highway Agency [01]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,279 [as of 2007]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:55.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$70,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactoryFair227955.8
May 2015FairSatisfactorySatisfactoryFair227955.7
April 2013FairSatisfactorySatisfactoryFair227955.8
April 2011FairFairSatisfactoryFair227964.2
April 2009FairFairSatisfactoryFair15068.8
May 2007FairSatisfactorySatisfactorySatisfactory10090.9
March 2005FairSatisfactorySatisfactorySatisfactory10080.8
February 2002FairSatisfactorySatisfactorySatisfactory10080.8
August 1999FairSatisfactorySatisfactorySatisfactory10080.8
May 1997FairSatisfactorySatisfactoryGood10078.8
October 1995FairSatisfactorySatisfactoryGood10078.8
May 1993FairSatisfactorySatisfactoryFair10067.7
November 1991FairFairFairSatisfactory10064.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.394394000
Deck
Reinforced Concrete Top Flangesq. ft.2,5082,239237320
Wearing Surfacessq. ft.1,9811,85201290
Substructure
Reinforced Concrete Columneach21100
Reinforced Concrete Abutmentlinear ft.9285700
Reinforced Concrete Pier Caplinear ft.2316700
Joints
Compression Jointlinear ft.7575000
Bearings
Fixed Bearingeach1601600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.19717113130