PR 149 over CREEK


+18.19833, -66.51667
18°11'54" N, 66°31'00" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 149 over CREEK
Structure number:003171
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.6 ft. [7.5 m]
Total length:24.6 ft. [7.5 m]
Roadway width between curbs:16.4 ft. [5.0 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1926
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:917 [as of 2007]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:25.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$164,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairFairFairSatisfactory91725.6
January 2017FairFairFairSatisfactory91725.6
December 2015FairFairFairSatisfactory40030.6
December 2014FairFairFairSatisfactory40030.8
November 2013FairFairFairSatisfactory40030.8
November 2012PoorSeriousSeriousSatisfactory4002.6
January 2012PoorSeriousSeriousSatisfactory40030.3
January 2009PoorPoorPoorSatisfactory40048.2
March 2007PoorPoorPoorSatisfactory4002.6
March 2005PoorPoorPoorSatisfactory4002.6
November 2002PoorPoorPoorFair4002.6
April 2000PoorPoorPoorSatisfactory4002.6
April 1998PoorFairPoorFair30013.6
February 1996FairFairFairFair30034.3
November 1993FairFairFairFair70030.7
February 1992FairFairFairFair70030.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Abutmentlinear ft.1281181000
Reinforced Concrete Pile Cap/Footinglinear ft.70700
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.85592600
Reinforced Concrete Slabsq. ft.49534415100
Wearing Surfacessq. ft.34419315100