Share:

CR 38 over POCATALICO RIVER

Map

Coordinates:
+38.44859, -81.77711
38°26'55" N, 81°46'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 38 over POCATALICO RIVER
Structure number:00000000040A044
Location:0.01 MI E OF CR 31
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:94.2 ft. [28.7 m]
Total length:246.1 ft. [75.0 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel continuous [4]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,820 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:81.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodGoodVery GoodGood182081.6
October 2012GoodVery GoodVery GoodVery Good150081.9
December 2008GoodVery GoodVery GoodVery Good49089.1
November 2004GoodVery GoodVery GoodVery Good50089.1
January 2001GoodVery GoodVery GoodVery Good50089.1
January 1999GoodVery GoodVery GoodVery Good50089.1
April 1997GoodVery GoodVery GoodVery Good50089.1
March 1997GoodVery GoodVery GoodVery Good45089.1
April 1995GoodVery GoodVery GoodVery Good45088.6
May 1993GoodVery GoodVery GoodVery Good45088.6
May 1991GoodVery GoodVery GoodVery Good35089.7