IH 30 EB ML over SPUR 423
Map
Coordinates:
+33.16259, -95.2171133°09'45" N, 95°13'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IH 30 EB ML over SPUR 423 |
Structure number: | 010810061002021 |
Location: | 1.0 MI E OF SH 37 |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 101.1 ft. [30.8 m] |
Roadway width between curbs: | 36.4 ft. [11.1 m] |
Deck width edge-to-edge: | 39.4 ft. [12.0 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 11,290 [as of 2013] |
Truck traffic: | 32% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 11290 | 93.7 |
January 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 12210 | 93.6 |
April 2013 | Fair | Fair | Satisfactory | Satisfactory | 12210 | 92.6 |
May 2011 | Fair | Fair | Satisfactory | Satisfactory | 12300 | 92.6 |
May 2009 | Fair | Good | Satisfactory | Satisfactory | 11030 | 93.7 |
April 2007 | Fair | Good | Satisfactory | Satisfactory | 11210 | 95.0 |
April 2005 | Fair | Good | Good | Satisfactory | 9690 | 95.0 |
June 2003 | Fair | Satisfactory | Good | Satisfactory | 9520 | 95.0 |
May 2001 | Fair | Satisfactory | Good | Satisfactory | 12500 | 95.0 |
June 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 9500 | 95.0 |
June 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 8600 | 95.0 |
May 1995 | Fair | Good | Satisfactory | Good | 8250 | 96.0 |
March 1993 | Fair | Very Good | Satisfactory | Good | 8800 | 96.0 |
December 1990 | Fair | Very Good | Satisfactory | Good | 6870 | 96.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 78 | 68 | 8 | 2 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 78 | 69 | 9 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 202 | 180 | 22 | 0 | 0 |