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CAMBALACHE STREET over CAMBALACHE CREEK

Map

Coordinates:
+18.37679, -65.86783
18°22'36" N, 65°52'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CAMBALACHE STREET over CAMBALACHE CREEK
Structure number:023091
Location:200 MT FROM PR 3,KM 19.7
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:23.3 ft. [7.1 m]
Roadway width between curbs:44.6 ft. [13.6 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [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: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:500 [as of 2005]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2016Good7 out of 1050098.0
June 2014Good7 out of 1050098.0
June 2012Good7 out of 1050098.0
July 2010Good7 out of 1050098.0
May 2008Good7 out of 1050098.0
January 2006Good7 out of 1050098.0
December 2003Good7 out of 1050098.0
July 2001Good7 out of 1050098.0
July 1999Good7 out of 10500100.0
June 1997Good8 out of 10500100.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.118982000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5252000