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LOCAL ROAD over SAN ANTONIO RIVER

Map 

Coordinates:
+18.19000, -67.00667
18°11'24" N, 67°00'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over SAN ANTONIO RIVER
Structure number:015301
Location:5 KM WEST OF MARICAO
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:28.2 ft. [8.6 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:22.3 ft. [6.8 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:400 [as of 2005]
Truck traffic:4% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Operating rating:61.4 tons [55.8 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Sufficiency rating:53.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$32,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201653.1FairFairFairSatisfactoryFO400
September 201453.1FairFairFairSatisfactoryFO400
August 201250.1FairFairFairSatisfactoryFO400
August 201053.1FairFairFairSatisfactoryFO400
June 200854.6FairFairFairSatisfactoryFO400
August 200640.0FairFairFairSatisfactory-400
December 200440.0FairFairFairSatisfactory-400
June 200241.3FairSatisfactoryFairSatisfactory-400
March 200042.5FairFairFairSatisfactory-400
April 199840.0FairFairFairSatisfactory-400
May 199640.0FairFairFairSatisfactory-400
November 199444.5FairFairSatisfactorySatisfactory-400
December 199245.0FairFairSatisfactorySatisfactory-360
February 199139.0FairFairFairFairFO360