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PR 759 over DE LOS CHINOS CREEK

Map

Coordinates:
+18.01500, -65.93000
18°00'54" N, 65°55'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 759 over DE LOS CHINOS CREEK
Structure number:005301
Location:2 MILES WEST OF MAUNABO
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:8.2 ft. [2.5 m]
Total length:22.3 ft. [6.8 m]
Roadway width between curbs:22.3 ft. [6.8 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:State Highway Agency [01]
Year built:1945
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: March 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:3,500 [as of 2005]
Truck traffic:5% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Equal to present desirable criteria [8]
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:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:46.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$48,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2018Poor4 out of 10350046.0
November 2015Poor4 out of 10350046.0
November 2013Poor4 out of 10350046.0
November 2011Poor4 out of 10350048.3
December 2009Poor4 out of 10350048.3
January 2008Poor4 out of 10350048.3
August 2006Poor4 out of 10310018.3
October 2004Poor4 out of 10310018.3
January 2002Poor4 out of 10310018.3
April 1999Poor4 out of 10310018.3
February 1997Poor4 out of 10360016.2
April 1994Fair5 out of 10360035.2
June 1992Poor4 out of 10360016.8
December 1990Fair5 out of 10269014.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.1574698130
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.15732200105