US 79 S-1 LM 2.43 over CYPRESS CREEK
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 79 S-1 LM 2.43 over CYPRESS CREEK |
Structure number: | 000000000002368 |
Location: | 3.0 MI S EMERSON |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 97.1 ft. [29.6 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1937 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,600 [as of 2014] |
Truck traffic: | 1% 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 minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 72.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $552,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 1600 | 72.5 |
May 2016 | Fair | Good | Satisfactory | Good | 1800 | 72.2 |
May 2014 | Fair | Good | Satisfactory | Good | 1800 | 72.2 |
May 2012 | Fair | Good | Satisfactory | Good | 2000 | 71.8 |
May 2010 | Poor | Good | Poor | Good | 2000 | 45.4 |
April 2008 | Fair | Good | Fair | Good | 2000 | 64.0 |
April 2006 | Fair | Good | Fair | Good | 2200 | 61.5 |
April 2004 | Fair | Good | Fair | Good | 2400 | 61.1 |
April 2002 | Fair | Good | Satisfactory | Good | 2400 | 71.7 |
May 2000 | Fair | Good | Satisfactory | Good | 2500 | 66.3 |
May 1998 | Fair | Good | Satisfactory | Good | 2500 | 64.3 |
May 1996 | Fair | Good | Satisfactory | Good | 830 | 70.3 |
April 1994 | Fair | Good | Satisfactory | Good | 830 | 70.3 |
May 1992 | Fair | Good | Satisfactory | Good | 830 | 70.3 |
April 1990 | Fair | Good | Satisfactory | Good | 1822 | 67.6 |
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 |
Steel Girder/Beam | linear ft. | 582 | 554 | 28 | 0 | 0 |
Steel Protective Coating | sq. ft. | 3,591 | 0 | 3,591 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,522 | 2,512 | 4 | 6 | 0 |
Wearing Surfaces | sq. ft. | 2,512 | 1,512 | 1,000 | 0 | 0 |
Substructure |
Reinforced Concrete Pile | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 104 | 99 | 5 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 52 | 0 | 52 | 0 | 0 |
Bearings |
Movable Bearing | each | 18 | 18 | 0 | 0 | 0 |
Fixed Bearing | each | 18 | 18 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 194 | 191 | 0 | 3 | 0 |