SR 3005 over E BR CONOCOCHEAQUE CREEK
Map
Coordinates:
+39.75721, -77.7937339°45'26" N, 77°47'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 3005 over E BR CONOCOCHEAQUE CREEK |
Structure number: | 000000000017541 |
Old structure number: | 283005006000000 (from 1992 edition) |
Location: | 1.75 MI NW OF WORLEYTOW |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 192.9 ft. [58.8 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1941 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 995 [as of 2017] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
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: | 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: | 70.9 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $678,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Fair | Satisfactory | 995 | 70.9 |
June 2016 | Fair | Good | Fair | Satisfactory | 1382 | 70.5 |
January 2014 | Fair | Good | Fair | Satisfactory | 1369 | 70.5 |
February 2012 | Fair | Good | Fair | Satisfactory | 1331 | 69.5 |
February 2010 | Fair | Good | Fair | Satisfactory | 1182 | 69.7 |
February 2008 | Fair | Good | Fair | Satisfactory | 1163 | 70.7 |
February 2006 | Fair | Good | Fair | Satisfactory | 1028 | 70.9 |
March 2004 | Fair | Good | Fair | Satisfactory | 993 | 70.9 |
March 2002 | Fair | Good | Fair | Satisfactory | 972 | 70.9 |
May 2000 | Fair | Good | Fair | Satisfactory | 806 | 68.1 |
April 1998 | Fair | Fair | Fair | Satisfactory | 786 | 67.1 |
January 1996 | Fair | Fair | Fair | Good | 333 | 74.2 |
November 1993 | Fair | Satisfactory | Fair | Good | 319 | 75.2 |
January 1992 | Fair | Satisfactory | Fair | Good | 307 | 75.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Girder/Beam | linear ft. | 2,164 | 2,083 | 50 | 31 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,332 | 5,012 | 320 | 0 | 0 |
Wearing Surfaces | sq. ft. | 4,724 | 4,724 | 0 | 0 | 0 |
Substructure |
Masonry Pier Wall | linear ft. | 84 | 84 | 0 | 0 | 0 |
Masonry Abutment | linear ft. | 120 | 120 | 0 | 0 | 0 |
Joints |
Other Joint | linear ft. | 85 | 85 | 0 | 0 | 0 |
Bearings |
Enclosed/Concealed Bearing | each | 48 | 0 | 48 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 388 | 347 | 41 | 0 | 0 |