EAST 1ST STREET over W FORK TRINITY RI
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+32.76617, -97.2705332°45'58" N, 97°16'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | EAST 1ST STREET over W FORK TRINITY RI |
Structure number: | 022200ZZ0075002 |
Location: | 0.9 MI E OF BEACH STREET |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 202.1 ft. [61.6 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 22.6 ft. [6.9 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1936 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2014
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 4,570 [as of 2009] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 39.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $453,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2014 | Poor | Fair | Fair | Poor | 4570 | 39.4 |
March 2012 | Poor | Fair | Fair | Serious | 4570 | 11.9 |
March 2010 | Poor | Fair | Fair | Serious | 3680 | 13.7 |
April 2008 | Poor | Fair | Fair | Serious | 3680 | 13.7 |
March 2006 | Poor | Fair | Fair | Serious | 3680 | 13.7 |
March 2005 | Poor | Fair | Fair | Serious | 5500 | 10.0 |
March 2004 | Poor | Fair | Fair | Serious | 5500 | 10.0 |
March 2003 | Poor | Fair | Fair | Serious | 5500 | 10.0 |
March 2001 | Fair | Fair | Fair | Satisfactory | 5500 | 40.6 |
March 2000 | Fair | Fair | Fair | Satisfactory | 5500 | 40.6 |
February 1999 | Fair | Fair | Fair | Satisfactory | 5500 | 40.6 |
April 1997 | Fair | Fair | Fair | Satisfactory | 5500 | 40.6 |
April 1996 | Fair | Fair | Fair | Satisfactory | 5500 | 40.6 |