BU 287P(N MAIN ST) over TRINITY RIVER
Map
Coordinates:
+32.75863, -97.3338432°45'31" N, 97°20'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BU 287P(N MAIN ST) over TRINITY RIVER |
Structure number: | 022200001401325 |
Location: | 0.2 MI N WEATHERFORD ST. |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 225.1 ft. [68.6 m] |
Total length: | 1319.0 ft. [402.0 m] |
Roadway width between curbs: | 54.1 ft. [16.5 m] |
Deck width edge-to-edge: | 69.9 ft. [21.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1914 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Arch - Deck [11] |
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: | 13,680 [as of 2013] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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: | Better than present minimum criteria [7] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 75.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $2,606,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 13680 | 75.0 |
March 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 13680 | 75.0 |
March 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 14300 | 74.6 |
June 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 14300 | 66.1 |
May 2012 | Poor | Satisfactory | Poor | Satisfactory | 15100 | 33.5 |
March 2011 | Poor | Satisfactory | Poor | Satisfactory | 13500 | 33.8 |
March 2010 | Poor | Satisfactory | Poor | Satisfactory | 13600 | 33.8 |
April 2008 | Poor | Satisfactory | Poor | Satisfactory | 15300 | 33.8 |
March 2007 | Poor | Satisfactory | Poor | Satisfactory | 14190 | 33.8 |
March 2006 | Poor | Satisfactory | Poor | Satisfactory | 14000 | 33.8 |
March 2005 | Poor | Satisfactory | Poor | Satisfactory | 14000 | 33.8 |
March 2004 | Poor | Satisfactory | Poor | Satisfactory | 12000 | 34.2 |
April 2002 | Poor | Satisfactory | Poor | Satisfactory | 11600 | 34.7 |
May 2001 | Poor | Satisfactory | Poor | Satisfactory | 11600 | 34.7 |
February 2000 | Poor | Satisfactory | Poor | Satisfactory | 12200 | 34.0 |
March 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 12300 | 63.2 |
November 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 12300 | 63.2 |
September 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 13400 | 64.0 |
March 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 13500 | 63.9 |
November 1991 | Fair | Satisfactory | Satisfactory | Good | 13300 | 72.3 |
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. | 2,772 | 2,643 | 98 | 31 | 0 |
Reinforced Concrete Stringer | linear ft. | 11,594 | 11,507 | 83 | 4 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 92,316 | 90,181 | 1,840 | 295 | 0 |
Superstructure |
Reinforced Concrete Arch | linear ft. | 2,900 | 2,778 | 110 | 12 | 0 |
Reinforced Concrete Floor Beam | linear ft. | 5,534 | 5,398 | 131 | 5 | 0 |
Substructure |
Reinforced Concrete Column | each | 172 | 165 | 5 | 2 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 300 | 260 | 25 | 15 | 0 |
Reinforced Concrete Abutment | linear ft. | 256 | 226 | 21 | 9 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 560 | 488 | 72 | 0 | 0 |
Bearings |
Movable Bearing | each | 68 | 0 | 63 | 0 | 5 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 200 | 200 | 0 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 5,072 | 5,072 | 0 | 0 | 0 |