LA0900 over CARROLL LAKE
Map
Coordinates:
+31.67937, -91.5339031°40'46" N, 91°32'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LA0900 over CARROLL LAKE |
Structure number: | 581508150901501 |
Location: | 1.5 MI NORTH OF LA 568 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 182.1 ft. [55.5 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 32.8 ft. [10.0 m] |
Skew angle: | 60° |
Owner: | State Highway Agency [01] |
Year built: | 1985 |
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: | 4 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 550 [as of 2016] |
Truck traffic: | 11% of total traffic |
Deck condition: | Very Good [8 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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Very Good | Very Good | Very Good | 550 | 99.4 |
June 2016 | Good | Very Good | Very Good | Very Good | 660 | 99.3 |
June 2014 | Good | Very Good | Very Good | Very Good | 650 | 99.3 |
July 2012 | Good | Very Good | Very Good | Very Good | 640 | 99.3 |
December 2010 | Good | Very Good | Very Good | Very Good | 700 | 99.2 |
November 2008 | Good | Very Good | Very Good | Very Good | 580 | 99.4 |
May 2006 | Good | Very Good | Very Good | Very Good | 340 | 99.6 |
March 2004 | Good | Very Good | Very Good | Very Good | 570 | 99.4 |
January 2002 | Good | Very Good | Very Good | Very Good | 875 | 95.2 |
March 2000 | Good | Very Good | Very Good | Very Good | 875 | 95.2 |
January 1998 | Good | Very Good | Very Good | Very Good | 875 | 95.2 |
March 1996 | Good | Very Good | Very Good | Very Good | 267 | 99.7 |
December 1993 | Good | Very Good | Very Good | Very Good | 557 | 99.4 |
December 1991 | Good | Very Good | Very Good | Very Good | 651 | 99.3 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 720 | 720 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,400 | 5,400 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 76 | 76 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 12 | 12 | 0 | 0 | 0 |
Prestressed Concrete Pier Cap | linear ft. | 152 | 152 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 70 | 70 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 20 | 20 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 360 | 360 | 0 | 0 | 0 |