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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 

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]
Evaluation:Structurally deficient [1]
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. ratingEvaluationDeckSuper.Sub.ADT
July 20152.0Structurally deficientSatisfactorySatisfactoryPoor300
July 20142.0Structurally deficientSatisfactorySatisfactoryPoor300
July 20132.0Structurally deficientSatisfactorySatisfactoryPoor300
July 201162.3Functionally obsoleteSatisfactorySatisfactoryFair300
August 200961.3Functionally obsoleteFairSatisfactoryFair300
December 200760.8Functionally obsoleteFairSatisfactoryFair500
August 200641.5Functionally obsoleteFairFairFair300
December 200440.7Functionally obsoleteFairFairFair500
December 200241.5Functionally obsoleteFairFairFair300
April 200041.5Functionally obsoleteFairFairFair300
August 199841.5Functionally obsoleteFairFairFair300
February 199641.5Functionally obsoleteFairFairFair300
December 199341.0Functionally obsoleteFairFairFair441
March 199245.3Functionally obsoleteFairFairFair300