Share:

CO.RD. TO ROWLEY over SKULL VALLEY DRAINAGE C

Map

Coordinates:
+40.75344, -112.72189
40°45'12" N, 112°43'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CO.RD. TO ROWLEY over SKULL VALLEY DRAINAGE C
Structure number:045001E
Location:4 MILES W. OF ROWLEY JCT.
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:15.1 ft. [4.6 m]
Total length:57.4 ft. [17.5 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Owner:County Highway Agency [02]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,021 [as of 2010]
Truck traffic:10% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:50.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2017Fair5 out of 10102150.9
October 2015Fair5 out of 10102150.9
October 2013Fair6 out of 10102175.8
October 2011Fair6 out of 10102178.8
September 2009Fair6 out of 10102178.8
January 2008Fair6 out of 1081080.9
September 2006Fair6 out of 1081080.9
January 2004Fair6 out of 1081080.9
October 2001Fair6 out of 1081080.9
October 1999Fair6 out of 1081083.3
September 1997Good7 out of 1080083.4
April 1996Good7 out of 1080083.4
April 1994Good7 out of 1080085.0
February 1992Good7 out of 1079085.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.19341108440