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CR 357 over CALIFORNIA SWAMP
Map
Coordinates:
+29.41408, -83.20183
29°24'51" N, 83°12'07" W
+29.41408, -83.20183
29°24'51" N, 83°12'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CR 357 over CALIFORNIA SWAMP |
| Structure number: | 300044 |
| Location: | 9.6 MI SOUTH OF CR 351 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 12.8 ft. [3.9 m] |
| Total length: | 37.4 ft. [11.4 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1960 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: April 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 150 [as of 2018] |
| Truck traffic: | 17% of total traffic |
| Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| 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: | 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: | 36.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $507,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| April 2018 | Poor | 4 out of 10 | 150 | 36.4 |
| April 2016 | Poor | 4 out of 10 | 150 | 36.4 |
| April 2014 | Poor | 4 out of 10 | 51 | 67.3 |
| April 2012 | Poor | 4 out of 10 | 51 | 66.3 |
| April 2010 | Poor | 4 out of 10 | 51 | 66.3 |
| April 2008 | Poor | 4 out of 10 | 51 | 66.3 |
| April 2006 | Poor | 4 out of 10 | 51 | 66.3 |
| April 2004 | Poor | 4 out of 10 | 51 | 66.3 |
| April 2002 | Poor | 4 out of 10 | 51 | 65.9 |
| April 2000 | Fair | 5 out of 10 | 101 | 81.9 |
| April 1998 | Fair | 5 out of 10 | 101 | 81.9 |
| April 1996 | Fair | 5 out of 10 | 101 | 80.9 |
| May 1994 | Fair | 5 out of 10 | 101 | 81.1 |
| May 1992 | Fair | 6 out of 10 | 101 | 91.3 |
| May 1990 | Fair | 6 out of 10 | 101 | 82.4 |
© 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/1081817
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1081817