Share: 
US 521 SB over CANE CREEK
Map
Coordinates:
+34.79222, -80.79722
34°47'32" N, 80°47'50" W
+34.79222, -80.79722
34°47'32" N, 80°47'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 521 SB over CANE CREEK |
| Structure number: | 000000000006526 |
| Location: | 3.7 MI N OF LANCASTER |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 33.1 ft. [10.1 m] |
| Total length: | 174.9 ft. [53.3 m] |
| Roadway width between curbs: | 39.7 ft. [12.1 m] |
| Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1974 |
| 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: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,500 [as of 2015] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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: | 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 49.5 tons [45.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 99.1 |
Previous Inspections
| Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
|---|---|---|---|---|---|---|---|
| September 2016 | 99.1 | Good | Good | Good | Good | - | 9500 |
| September 2014 | 99.2 | Good | Good | Good | Good | - | 8800 |
| September 2012 | 99.2 | Good | Good | Good | Good | - | 8400 |
© Copyright 2012-18, 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/1661580
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1661580