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PR 9916 over UNKNOWN CREEK

Map

Coordinates:
+18.15657, -65.95161
18°09'24" N, 65°57'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 9916 over UNKNOWN CREEK
Structure number:025111
Location:10 KMS SE OF SAN LORENZO
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.7 ft. [4.8 m]
Total length:47.2 ft. [14.4 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Skew angle:67°
Owner:State Highway Agency [01]
Year built:1992
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:4
Main spans material:Concrete continuous [2]
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: August 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:300 [as of 2005]
Truck traffic:2% of total traffic
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Pier/abutment protection:None present but re-evaluation suggested [5]
Culvert condition:Integral wingwalls collapsed, severe settlement of roadway due to loss of fill. Section of culvert may have failed and can no longer support embankment. Complete undrmining at curtain walls and pipes. Corrective action required to maintain traffic. Metal culverts have extreme distortion and deflection and deflection throughout with extensive perforations due to corrosion. [2]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:20.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$198,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2018Poor2 out of 1030020.0
July 2017Poor2 out of 103002.0
July 2016Poor2 out of 103002.0
July 2015Poor3 out of 1030018.0
December 2014Poor3 out of 1030018.0
December 2013Poor3 out of 1030018.0
January 2013Poor3 out of 1030017.3
September 2010Fair6 out of 1030066.2
August 2008Fair6 out of 1030066.2
October 2006Fair6 out of 1030066.2
April 2004Fair6 out of 1030066.2
May 2001Fair6 out of 1030065.2
November 1999Fair6 out of 1030069.4
November 1997Fair6 out of 1030069.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.85004243
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9595000