Share: 
LASAL MT. LOOP RD. over MILL CREEK
Map
Coordinates:
+38.49989, -109.30708
38°29'60" N, 109°18'25" W
+38.49989, -109.30708
38°29'60" N, 109°18'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LASAL MT. LOOP RD. over MILL CREEK |
| Structure number: | 037020D |
| Location: | 12 MILES E.OF JCT. SR-191 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 65.9 ft. [20.1 m] |
| Total length: | 66.9 ft. [20.4 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
| Skew angle: | 99° |
| Owner: | County Highway Agency [02] |
| Year built: | 2008 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20 [as of 2010] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations (including piles) on dry land well above flood water elevations. [9] |
| Sufficiency rating: | 100.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2018 | Good | Good | Very Good | Good | 20 | 100.0 |
| January 2016 | Good | Very Good | Very Good | Good | 20 | 100.0 |
| January 2014 | Good | Very Good | Very Good | Very Good | 20 | 100.0 |
| January 2012 | Good | Very Good | Very Good | Very Good | 20 | 100.0 |
| January 2010 | Good | Excellent | Excellent | Excellent | 20 | 100.0 |
| January 2008 | Good | Excellent | Excellent | Excellent | 20 | 100.0 |
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 | ||||||
| Reinforced Concrete Closed Web/Box Girder | linear ft. | 67 | 67 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 2,245 | 2,025 | 220 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 76 | 61 | 15 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 152 | 152 | 0 | 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/1569418
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569418