Us-70/Sec-19/L21.6 over Blackfish Lake
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Us-70/Sec-19/L21.6 over Blackfish Lake |
Structure number: | 000000000001377 |
Location: | 3.45 Mi Sw Crittenden Co |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 470.2 ft. [143.3 m] |
Roadway width between curbs: | 27.2 ft. [8.3 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1930 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 9 |
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: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,300 [as of 2014] |
Truck traffic: | 18% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 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: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 64.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,005,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Satisfactory | Fair | Fair | 1300 | 64.8 |
March 2016 | Fair | Satisfactory | Fair | Fair | 1200 | 64.8 |
March 2014 | Fair | Satisfactory | Fair | Fair | 1200 | 64.8 |
March 2012 | Fair | Satisfactory | Fair | Fair | 1100 | 64.9 |
April 2010 | Fair | Satisfactory | Fair | Fair | 1100 | 63.6 |
March 2008 | Fair | Satisfactory | Fair | Fair | 1100 | 51.7 |
March 2006 | Fair | Satisfactory | Fair | Fair | 1200 | 51.7 |
March 2004 | Fair | Satisfactory | Fair | Fair | 2300 | 49.5 |
April 2002 | Fair | Satisfactory | Fair | Fair | 2700 | 49.2 |
March 2000 | Fair | Satisfactory | Fair | Fair | 1000 | 52.6 |
February 1998 | Fair | Satisfactory | Fair | Fair | 1500 | 51.5 |
January 1996 | Fair | Satisfactory | Fair | Fair | 670 | 76.1 |
August 1994 | Fair | Satisfactory | Fair | Fair | 670 | 76.1 |
July 1992 | Fair | Satisfactory | Fair | Fair | 670 | 65.6 |
July 1991 | Fair | Satisfactory | Fair | Fair | 1258 | 57.5 |
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 |
Steel Girder/Beam | linear ft. | 145 | 125 | 0 | 20 | 0 |
Reinforced Concrete Girder/Beam | linear ft. | 1,885 | 1,797 | 20 | 68 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 990 | 990 | 0 | 0 | 0 |
Reinforced Concrete Top Flange | sq. ft. | 13,110 | 11,922 | 1,058 | 130 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 168 | 140 | 0 | 28 | 0 |
Reinforced Concrete Abutment | linear ft. | 64 | 63 | 0 | 1 | 0 |
Reinforced Concrete Pile | each | 15 | 11 | 0 | 4 | 0 |
Timber Pile | each | 5 | 5 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 245 | 152 | 0 | 93 | 0 |
Bearings |
Movable Bearing | each | 38 | 0 | 0 | 38 | 0 |
Fixed Bearing | each | 40 | 0 | 20 | 20 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 921 | 857 | 0 | 64 | 0 |