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PR 157 over SANA MUERTOS RIVER

Map

Coordinates:
+18.23833, -66.41000
18°14'18" N, 66°24'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 157 over SANA MUERTOS RIVER
Structure number:004981
Location:3 KM WEST OF OROCOVIS
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:8.2 ft. [2.5 m]
Total length:31.2 ft. [9.5 m]
Roadway width between curbs:16.4 ft. [5.0 m]
Deck width edge-to-edge:19.4 ft. [5.9 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1936
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
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:1,975 [as of 2011]
Truck traffic:3% of total traffic
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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:Navigation protection not required [1]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:38.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$584,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2017Fair5 out of 10197538.9
May 2015Fair5 out of 10150041.4
April 2013Fair5 out of 10150041.4
April 2011Fair5 out of 10227956.4
April 2009Fair5 out of 10480050.1
May 2007Fair5 out of 10440051.1
March 2005Fair5 out of 10440014.3
February 2002Poor4 out of 1044002.0
August 1999Poor4 out of 1044002.0
August 1997Poor4 out of 108004.0
February 1996Poor4 out of 1018004.0
November 1993Poor4 out of 10180015.0
February 1992Poor4 out of 10170013.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.59160430
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.52360016