SH 84 - 03 - 4.23 over ANTOINE CREEK
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 84 - 03 - 4.23 over ANTOINE CREEK |
Structure number: | 0000000000M1555 |
Location: | 4.3 MI E OF KIRBY |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 19.0 ft. [5.8 m] |
Total length: | 113.9 ft. [34.7 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1956 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 6 |
Main spans material: | Concrete [1] |
Main spans design: | Channel beam [22] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 910 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Fair [5 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
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: | 61.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Fair | Fair | Satisfactory | 910 | 61.4 |
July 2016 | Fair | Fair | Fair | Satisfactory | 870 | 66.5 |
July 2014 | Fair | Fair | Fair | Satisfactory | 870 | 66.5 |
July 2012 | Fair | Fair | Fair | Satisfactory | 760 | 66.7 |
August 2010 | Fair | Fair | Fair | Satisfactory | 760 | 66.7 |
August 2008 | Fair | Fair | Fair | Satisfactory | 760 | 66.7 |
July 2006 | Fair | Fair | Fair | Fair | 650 | 65.5 |
August 2004 | Fair | Fair | Fair | Fair | 650 | 65.5 |
September 2002 | Fair | Fair | Fair | Fair | 680 | 65.2 |
July 2000 | Fair | Fair | Fair | Fair | 820 | 60.3 |
March 1998 | Fair | Fair | Fair | Fair | 820 | 61.0 |
October 1996 | Fair | Fair | Fair | Fair | 385 | 66.0 |
June 1994 | Fair | Fair | Fair | Fair | 385 | 65.7 |
July 1992 | Fair | Fair | Fair | Fair | 385 | 65.7 |
April 1990 | Fair | Fair | Fair | Fair | 695 | 66.5 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 798 | 524 | 66 | 208 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,861 | 2,861 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 20 | 15 | 5 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 90 | 90 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 130 | 130 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 130 | 130 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 228 | 0 | 226 | 0 | 2 |