PR 651 over CREEK


+18.45667, -66.74000
18°27'24" N, 66°44'24" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 651 over CREEK
Structure number:013791
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:10.2 ft. [3.1 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:53.8 ft. [16.4 m]
Deck width edge-to-edge:61.7 ft. [18.8 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
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 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:10,000 [as of 2002]
Truck traffic:4% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:60.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$90,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2018Poor4 out of 101000060.9
July 2017Poor4 out of 101000060.9
July 2016Poor4 out of 101010060.9
July 2015Poor4 out of 101010061.4
July 2014Poor4 out of 101010061.4
July 2013Poor4 out of 101010061.4
August 2011Poor4 out of 101010067.9
August 2009Poor4 out of 101010067.9
August 2007Fair6 out of 101010095.6
October 2005Fair6 out of 101660083.2
March 2003Fair6 out of 101460083.5
March 2000Fair6 out of 101450083.5
August 1998Fair6 out of 101420083.6
April 1996Fair6 out of 10750084.7
March 1994Fair6 out of 10800084.5
August 1990Fair5 out of 10822073.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Culvertlinear ft.125507500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4336700