CR 38 over POCATALICO RIVER
Map
Coordinates:
+38.44859, -81.7771138°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
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2016 | Good | Good | Very Good | Good | 1820 | 81.6 |
October 2012 | Good | Very Good | Very Good | Very Good | 1500 | 81.9 |
December 2008 | Good | Very Good | Very Good | Very Good | 490 | 89.1 |
November 2004 | Good | Very Good | Very Good | Very Good | 500 | 89.1 |
January 2001 | Good | Very Good | Very Good | Very Good | 500 | 89.1 |
January 1999 | Good | Very Good | Very Good | Very Good | 500 | 89.1 |
April 1997 | Good | Very Good | Very Good | Very Good | 500 | 89.1 |
March 1997 | Good | Very Good | Very Good | Very Good | 450 | 89.1 |
April 1995 | Good | Very Good | Very Good | Very Good | 450 | 88.6 |
May 1993 | Good | Very Good | Very Good | Very Good | 450 | 88.6 |
May 1991 | Good | Very Good | Very Good | Very Good | 350 | 89.7 |