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PR 128 over INDIERA RIVER

Map 

Coordinates:
+18.16000, -66.88167
18°09'36" N, 66°52'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PR 128 over INDIERA RIVER
Structure number:002601
Location:12 KM EAST OF MARICAO
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:18.7 ft. [5.7 m]
Total length:40.4 ft. [12.3 m]
Roadway width between curbs:16.4 ft. [5.0 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:State Highway Agency [01]
Year built:1921
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2015 

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:300 [as of 2005]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:16.0 tons [14.5 metric tons]
Inventory rating:10.1 tons [9.2 metric tons]
Sufficiency rating:2.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$338,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 20152.0PoorSatisfactorySatisfactoryPoorSD300
July 20142.0PoorSatisfactorySatisfactoryPoorSD300
July 20132.0PoorSatisfactorySatisfactoryPoorSD300
July 201162.3FairSatisfactorySatisfactoryFairFO300
August 200961.3FairFairSatisfactoryFairFO300
December 200760.8FairFairSatisfactoryFairFO500
August 200641.5FairFairFairFairFO300
December 200440.7FairFairFairFairFO500
December 200241.5FairFairFairFairFO300
April 200041.5FairFairFairFairFO300
August 199841.5FairFairFairFairFO300
February 199641.5FairFairFairFairFO300
December 199341.0FairFairFairFairFO441
March 199245.3FairFairFairFairFO300