SH 96 ML over DRAW
Map
Coordinates:
+38.49196, -102.9165638°29'31" N, 102°54'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 96 ML over DRAW |
Structure number: | K-25-C |
Location: | 14.2 MI E OF HASWELL |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 19.0 ft. [5.8 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 24.9 ft. [7.6 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1936 |
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: | 2 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 610 [as of 2011] |
Truck traffic: | 20% 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: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 82.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 610 | 82.4 |
June 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 610 | 79.4 |
June 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 610 | 79.4 |
June 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 450 | 79.5 |
June 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 450 | 79.5 |
June 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 450 | 79.5 |
April 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 560 | 79.4 |
May 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 614 | 79.4 |
April 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 543 | 79.4 |
May 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 630 | 79.2 |
June 1998 | Fair | Satisfactory | Satisfactory | Good | 630 | 79.2 |
March 1996 | Fair | Satisfactory | Satisfactory | Good | 610 | 79.2 |
April 1994 | Fair | Satisfactory | Good | Good | 560 | 79.2 |
April 1991 | Fair | Satisfactory | Good | Good | 540 | 79.2 |
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 |
Timber Girder/Beam | linear ft. | 480 | 400 | 80 | 0 | 0 |
Substructure |
Timber Column | each | 17 | 11 | 6 | 0 | 0 |
Timber Abutment | linear ft. | 52 | 52 | 0 | 0 | 0 |
Timber Pier Cap | linear ft. | 90 | 90 | 0 | 0 | 0 |
Deck |
Timber Deck | sq. ft. | 1,040 | 0 | 1,040 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,000 | 500 | 500 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 80 | 80 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 80 | 80 | 0 | 0 | 0 |