SH 350 over WILLOW CREEK
Map
Coordinates:
+32.51056, -101.1162332°30'38" N, 101°06'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 350 over WILLOW CREEK |
Structure number: | 081680069302005 |
Location: | 1.4 MI E OF FM 1298 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 174.9 ft. [53.3 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 46.3 ft. [14.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1947 |
Year reconstructed: | 1969 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 7 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2015
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 2,220 [as of 2013] |
Truck traffic: | 23% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Operating rating: | 30.7 tons [27.9 metric tons] |
Inventory rating: | 15.8 tons [14.4 metric tons] |
Sufficiency rating: | 65.7 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $193,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
May 2015 | 65.7 | Fair | Good | Good | Satisfactory | - | 2220 |
May 2013 | 66.7 | Fair | Very Good | Good | Satisfactory | - | 1750 |
May 2011 | 66.6 | Fair | Very Good | Good | Satisfactory | - | 1800 |
May 2009 | 67.7 | Fair | Good | Good | Satisfactory | - | 1350 |
April 2007 | 79.0 | Fair | Good | Good | Satisfactory | - | 1700 |
April 2005 | 68.9 | Fair | Good | Good | Satisfactory | - | 1700 |
April 2003 | 60.7 | Fair | Fair | Fair | Fair | - | 1400 |
April 2001 | 61.9 | Fair | Satisfactory | Fair | Satisfactory | - | 1350 |
March 1999 | 60.6 | Fair | Fair | Fair | Fair | - | 1450 |
May 1997 | 62.0 | Fair | Satisfactory | Fair | Fair | - | 1300 |
May 1995 | 57.9 | Fair | Very Good | Fair | Fair | FO | 1250 |
March 1993 | 81.6 | Fair | Fair | Satisfactory | Satisfactory | - | 1200 |
August 1990 | 71.0 | Fair | Fair | Satisfactory | Fair | - | 1300 |
Element Data
Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element | Units | Quantity | 1. Good | 2. Fair | 3. Poor | 4. Serious |
---|
Substructure |
Steel Column | each | 24 | 24 | 0 | 0 | 0 |
Reinforced Concrete Column | each | 12 | 12 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 28 | 28 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 84 | 82 | 2 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 104 | 104 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 105 | 105 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 12,987 | 12,987 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 7 | 7 | 0 | 0 | 0 |