Share: 
SR-117 over SAN PITCH RIVER OV'F
Map
Coordinates:
+39.47566, -111.59133
39°28'32" N, 111°35'29" W
+39.47566, -111.59133
39°28'32" N, 111°35'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR-117 over SAN PITCH RIVER OV'F |
| Structure number: | 0E2262 |
| Location: | 1.5 MILE WEST OF CHESTER |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 12.1 ft. [3.7 m] |
| Total length: | 25.9 ft. [7.9 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 74.2 ft. [22.6 m] |
| 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+Mod / HS 20+Mod [6] |
| Number of main spans: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: June 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 340 [as of 2014] |
| Truck traffic: | 21% of total traffic |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 74.4 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| June 2017 | Good | 7 out of 10 | 340 | 74.4 |
| June 2015 | Good | 7 out of 10 | 323 | 74.9 |
| June 2013 | Good | 7 out of 10 | 323 | 99.7 |
| June 2011 | Good | 8 out of 10 | 430 | 99.6 |
| June 2009 | Good | 8 out of 10 | 430 | 99.6 |
| June 2007 | Good | 8 out of 10 | 770 | 99.3 |
| July 2005 | Good | 8 out of 10 | 770 | 99.3 |
| July 2003 | Good | 8 out of 10 | 725 | 99.4 |
| April 2001 | Good | 7 out of 10 | 725 | 99.3 |
| March 1999 | Good | 7 out of 10 | 703 | 99.4 |
| March 1997 | Good | 7 out of 10 | 610 | 99.5 |
| May 1995 | Good | 7 out of 10 | 570 | 99.5 |
| May 1993 | Good | 7 out of 10 | 520 | 99.5 |
| January 1991 | Good | 7 out of 10 | 270 | 99.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 148 | 148 | 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/1570452
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570452