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PR 105 over MARICAO RIVER

Map 

Coordinates:
+18.17833, -66.99000
18°10'42" N, 66°59'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PR 105 over MARICAO RIVER
Structure number:002111
Location:1 KM WEST OF MARICAO
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:21.7 ft. [6.6 m]
Total length:53.8 ft. [16.4 m]
Roadway width between curbs:16.4 ft. [5.0 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1920
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2002]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:65.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,324,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201565.6FairFairSatisfactoryFairFO1000
August 201365.7FairFairSatisfactoryFairFO600
September 201165.6FairFairSatisfactoryFairFO1000
August 200976.6FairFairSatisfactorySatisfactoryFO1000
December 200776.6FairFairSatisfactorySatisfactoryFO1000
August 200653.2FairFairSatisfactorySatisfactoryFO1000
December 200453.2FairFairSatisfactorySatisfactoryFO1000
June 200253.2FairFairSatisfactorySatisfactoryFO1000
March 200053.2FairFairSatisfactorySatisfactoryFO1000
April 199854.6FairFairSatisfactorySatisfactoryFO400
May 199654.6FairFairSatisfactorySatisfactoryFO400
November 199454.5FairFairSatisfactorySatisfactoryFO400
December 199254.5FairFairSatisfactorySatisfactoryFO400
August 199148.5FairFairFairFairFO400