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SR 88 over Pine Creek
Map
Coordinates:
+33.59836, -111.20298
33°35'54" N, 111°12'11" W
+33.59836, -111.20298
33°35'54" N, 111°12'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR 88 over Pine Creek |
| Structure number: | 00031 |
| Location: | 8.4 mi SW Jct SR 188 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 47.9 ft. [14.6 m] |
| Total length: | 131.9 ft. [40.2 m] |
| Roadway width between curbs: | 16.1 ft. [4.9 m] |
| Deck width edge-to-edge: | 18.4 ft. [5.6 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1925 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: January 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 171 [as of 2016] |
| Truck traffic: | 16% of total traffic |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 65.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2018 | Fair | - | Satisfactory | Good | 171 | 65.9 |
| February 2016 | Fair | - | Satisfactory | Good | 154 | 66.1 |
| February 2014 | Fair | - | Satisfactory | Good | 150 | 73.9 |
| March 2012 | Fair | Satisfactory | Good | Good | 150 | 79.9 |
| March 2010 | Fair | Satisfactory | Good | Good | 432 | 79.3 |
| April 2008 | Fair | Satisfactory | Good | Good | 700 | 78.7 |
| March 2006 | Fair | Satisfactory | Good | Good | 600 | 78.9 |
| March 2004 | Fair | Satisfactory | Good | Very Good | 528 | 79.1 |
| July 2002 | Fair | Satisfactory | Good | Very Good | 528 | 79.1 |
| February 2000 | Fair | Satisfactory | Good | Very Good | 496 | 79.2 |
| March 1998 | Fair | Satisfactory | Good | Very Good | 496 | 80.4 |
| April 1996 | Good | Good | Good | Good | 385 | 78.7 |
| December 1992 | Good | Good | Good | Good | 420 | 78.6 |
| April 1991 | Good | Good | Good | Good | 390 | 78.7 |
© 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/1030332
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1030332