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PR 318 over MARESUA CREEK

Map

Coordinates:
+18.08000, -67.06333
18°04'48" N, 67°03'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 318 over MARESUA CREEK
Structure number:004631
Location:1.5 KM WEST OF SAN GERMAN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:11.2 ft. [3.4 m]
Total length:24.3 ft. [7.4 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1948
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,900 [as of 2005]
Truck traffic:4% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:55.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$135,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Fair5 out of 10190055.7
April 2015Fair6 out of 10190065.6
March 2013Fair5 out of 10190051.3
March 2011Fair6 out of 10190077.2
March 2009Fair6 out of 10190077.2
March 2007Fair6 out of 10620050.7
March 2005Good7 out of 10620050.7
October 2002Good7 out of 10620050.7
January 2000Good7 out of 10620050.7
January 1998Good7 out of 10620050.7
January 1996Good7 out of 10620051.1
May 1993Fair6 out of 10658050.9
September 1991Fair6 out of 10658060.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.2623300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.49227713