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SH 19 S1 L 0.06 over Cypress Creek
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SH 19 S1 L 0.06 over Cypress Creek |
| Structure number: | 000000000006799 |
| Location: | .06 MI N. LA. St Line |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 40.0 ft. [12.2 m] |
| Total length: | 190.0 ft. [57.9 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 32.8 ft. [10.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2001 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 5 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 560 [as of 2014] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| 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] |
| 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: | 99.2 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2017 | Good | Good | Very Good | Very Good | 560 | 99.2 |
| April 2015 | Good | Very Good | Very Good | Very Good | 600 | 99.1 |
| April 2013 | Good | Very Good | Very Good | Very Good | 600 | 99.1 |
| April 2011 | Good | Very Good | Very Good | Very Good | 610 | 99.1 |
| April 2009 | Good | Very Good | Very Good | Very Good | 610 | 99.1 |
| April 2007 | Good | Very Good | Very Good | Very Good | 540 | 99.2 |
| April 2005 | Good | Very Good | Very Good | Very Good | 530 | 99.2 |
| June 2003 | Good | Very Good | Very Good | Very Good | 590 | 99.1 |
| June 2001 | Good | Excellent | Excellent | Excellent | 700 | 98.9 |
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. | 752 | 752 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 6,372 | 4,868 | 1,504 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 102 | 102 | 0 | 0 | 0 |
| Reinforced Concrete Pile | each | 16 | 16 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 130 | 130 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 24 | 24 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 380 | 342 | 38 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1021125
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1021125