Share: 
SR1716 over W. P. NEW LIGHT CREEK
Map
Coordinates:
+36.05544, -78.57830
36°03'20" N, 78°34'42" W
+36.05544, -78.57830
36°03'20" N, 78°34'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR1716 over W. P. NEW LIGHT CREEK |
| Structure number: | 000000000770034 |
| Location: | 1.5 MI.S. OF SR1711 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 12.1 ft. [3.7 m] |
| Total length: | 35.1 ft. [10.7 m] |
| Skew angle: | 49° |
| Owner: | State Highway Agency [01] |
| Year built: | 1997 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 9 / H 10 [1] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: September 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 750 [as of 2012] |
| Truck traffic: | 6% of total traffic |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Culvert condition: | Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 72.5 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| September 2018 | Poor | 4 out of 10 | 750 | 72.5 |
| September 2016 | Poor | 4 out of 10 | 750 | 71.5 |
| September 2014 | Poor | 4 out of 10 | 750 | 71.5 |
| September 2012 | Poor | 4 out of 10 | 680 | 72.5 |
| September 2010 | Fair | 5 out of 10 | 690 | 88.6 |
| September 2008 | Fair | 5 out of 10 | 190 | 88.9 |
| October 2006 | Fair | 5 out of 10 | 190 | 88.9 |
| August 2004 | Good | 8 out of 10 | 180 | 99.9 |
| June 2002 | Good | 9 out of 10 | 290 | 99.9 |
| August 1999 | Good | 9 out of 10 | 230 | 99.9 |
| August 1991 | Fair | N out of 10 | 120 | 46.2 |
© 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/1326370
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1326370