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PR 849 over SANTO DOMINGO CREEK

Map

Coordinates:
+18.39494, -66.00526
18°23'42" N, 66°00'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 849 over SANTO DOMINGO CREEK
Structure number:021171
Location:WEST OF HIPODROMO STREET
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:14.8 ft. [4.5 m]
Total length:32.8 ft. [10.0 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:67.6 ft. [20.6 m]
Owner:State Highway Agency [01]
Year built:1960
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:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,700 [as of 2005]
Truck traffic:5% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$41,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2018Fair6 out of 101870094.2
November 2016Fair6 out of 101870094.2
November 2014Fair6 out of 101870094.2
November 2012Fair6 out of 101870094.2
November 2010Fair6 out of 101870094.2
October 2008Fair6 out of 101500094.6
September 2006Fair6 out of 101500070.8
December 2003Fair6 out of 101500070.8
February 2001Fair6 out of 101500070.8
February 1999Fair6 out of 101570070.7
August 1996Fair6 out of 101550070.8
September 1994Fair6 out of 101340071.4
September 1992Poor4 out of 10628049.7
February 1991Fair5 out of 10628051.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.69591000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3300033