Share: 
SH 132 over KEARNY POND
Map
Coordinates:
+29.23408, -98.79363
29°14'03" N, 98°47'37" W
+29.23408, -98.79363
29°14'03" N, 98°47'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SH 132 over KEARNY POND |
| Structure number: | 150070001713056 |
| Location: | 0.15 MI SW OF FM 2790 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 4.9 ft. [1.5 m] |
| Total length: | 22.0 ft. [6.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1937 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 4 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: May 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,160 [as of 2013] |
| Truck traffic: | 9% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| 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] |
| 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: | 88.5 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| May 2016 | Good | 7 out of 10 | 10160 | 88.5 |
| November 2014 | Good | 7 out of 10 | 9600 | 88.5 |
| December 2012 | Good | 7 out of 10 | 9600 | 88.5 |
| November 2010 | Good | 7 out of 10 | 10300 | 88.7 |
| November 2008 | Good | 7 out of 10 | 9000 | 88.9 |
| December 2006 | Good | 7 out of 10 | 9500 | 88.8 |
| November 2004 | Good | 7 out of 10 | 9200 | 96.1 |
| October 2002 | Good | 7 out of 10 | 10100 | 96.1 |
| October 2000 | Good | 7 out of 10 | 8600 | 95.2 |
| September 1998 | Good | 7 out of 10 | 8200 | 95.2 |
| June 1996 | Good | 7 out of 10 | 6500 | 95.4 |
| May 1994 | Good | 7 out of 10 | 7000 | 93.0 |
| October 1991 | Good | 7 out of 10 | 9000 | 92.1 |
© Copyright 2012-19, 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/1547123
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1547123