+18.12333, -67.13833
18°07'24" N, 67°08'18" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 103 over VIEJO RIVER
Structure number:001401
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:27.9 ft. [8.5 m]
Total length:32.5 ft. [9.9 m]
Roadway width between curbs:17.7 ft. [5.4 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:State Highway Agency [01]
Year built:1842
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:8,100 [as of 2005]
Truck traffic:4% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:43.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$240,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2018Poor4 out of 10810043.7
December 2016Poor4 out of 10810043.7
December 2014Poor4 out of 10810043.7
November 2012Poor4 out of 10810043.7
December 2010Poor4 out of 10810043.7
November 2008Poor4 out of 101090040.4
June 2007Poor4 out of 101090043.1
September 2005Poor4 out of 10109006.0
September 2003Poor4 out of 10109006.0
November 2001Poor4 out of 10109003.0
November 1999PoorN out of 101090024.3
September 1997Poor4 out of 10107003.0
April 1996Poor4 out of 1071003.0
March 1994Poor4 out of 10710011.9
December 1990FairN out of 10320040.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Masonry Culvertlinear ft.233002330
Wearing Surfacessq. ft.764764000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.66033033