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GLENDORA ROAD over E BR GALIEN RIVER
Map
Coordinates:
+41.88502, -86.44733
41°53'06" N, 86°26'50" W
+41.88502, -86.44733
41°53'06" N, 86°26'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | GLENDORA ROAD over E BR GALIEN RIVER |
| Structure number: | 000000000000967 |
| Old structure number: | 11200015000B030 (from 1992 edition) |
| Location: | 7 MI NW OF BUCHANAN |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 24.0 ft. [7.3 m] |
| Skew angle: | 15° |
| Owner: | County Highway Agency [02] |
| Year built: | 1954 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 1,017 [as of 2007] |
| Truck traffic: | 4% of total traffic |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| 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: | 55.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $300,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| June 2018 | Poor | 4 out of 10 | 1017 | 55.3 |
| June 2016 | Poor | 4 out of 10 | 1017 | 55.3 |
| June 2014 | Poor | 3 out of 10 | 1017 | 41.0 |
| June 2012 | Poor | 3 out of 10 | 1017 | 41.0 |
| June 2010 | Poor | 3 out of 10 | 1017 | 41.0 |
| June 2008 | Poor | 3 out of 10 | 1017 | 43.1 |
| June 2006 | Poor | 4 out of 10 | 1333 | 57.1 |
| June 2004 | Poor | 4 out of 10 | 1333 | 59.9 |
| May 2002 | - | N out of 10 | 1331 | 83.2 |
| June 1998 | Poor | 4 out of 10 | 1331 | 69.3 |
| June 1996 | Poor | 4 out of 10 | 1331 | 69.3 |
| March 1994 | Poor | 4 out of 10 | 1331 | 69.3 |
| October 1992 | Poor | 4 out of 10 | 1331 | 69.3 |
| October 1990 | Poor | 4 out of 10 | 795 | 52.1 |
© 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/1248141
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1248141