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PR 402 over LARGA CREEK

Map

Coordinates:
+18.29889, -67.15361
18°17'56" N, 67°09'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 402 over LARGA CREEK
Structure number:022351
Location:2 KM NORTH WEST OF A¥ASCO
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:11.8 ft. [3.6 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:69.6 ft. [21.2 m]
Deck width edge-to-edge:74.5 ft. [22.7 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1991
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: 2031

Good/Fair/Poor Condition:Fair
Average daily traffic:780 [as of 200]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
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]
Sufficiency rating:93.0
Estimated cost of work:$5,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
2031Fair5 out of 1078093.0
March 2017FairN out of 10780093.0
March 2015FairN out of 10780081.6
March 2013FairN out of 10780081.6
March 2011FairN out of 10780093.1
March 2009FairN out of 10780093.1
June 2007FairN out of 10720093.2
September 2005FairN out of 10720093.2
October 2003FairN out of 10720093.2
May 2001FairN out of 10720093.2
April 1999Good7 out of 10690097.4
April 1997Good7 out of 10660097.4
January 1995Good7 out of 10680097.5
January 1993GoodN out of 10650092.4
August 1991Good8 out of 10650097.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.1511351600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1159210130
Deck
Reinforced Concrete Slabsq. ft.2,8312,53030100
Wearing Surfacessq. ft.2,6371,2388615380