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MODESTA STREET over SABANA LLANA CREEK

Map

Coordinates:
+18.39510, -66.00291
18°23'42" N, 66°00'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MODESTA STREET over SABANA LLANA CREEK
Structure number:016991
Location:OFF PR 3
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:14.4 ft. [4.4 m]
Total length:29.5 ft. [9.0 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,800 [as of 2005]
Truck traffic:3% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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:Equal to present desirable criteria [8]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:84.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$274,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2018Fair6 out of 10180084.8
November 2016Fair6 out of 10180084.8
November 2014Fair6 out of 10180084.8
November 2012Fair6 out of 10180084.8
November 2010Fair6 out of 10180084.8
November 2008Fair6 out of 10180084.8
January 2007Fair6 out of 10180061.5
December 2003Fair6 out of 10180061.5
May 2001Fair6 out of 10180061.5
May 1999Fair6 out of 10180061.5
March 1997Fair6 out of 10130061.6
June 1995Good7 out of 10130061.5
April 1993Good7 out of 10120061.5
January 1991FairN out of 10180060.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.4343000
Reinforced Concrete Abutmentlinear ft.8585000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.663016200
Wearing Surfacessq. ft.1,16301,16300
Deck
Reinforced Concrete Slabsq. ft.1,3451,23710800