Share: 
81ST BSN 38 over ROCK CREEK
Map
Coordinates:
+39.19230, -95.55170
39°11'32" N, 95°33'06" W
+39.19230, -95.55170
39°11'32" N, 95°33'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 81ST BSN 38 over ROCK CREEK |
| Structure number: | 000000000440038 |
| Location: | E. EDGE OF MERIDEN |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 69.9 ft. [21.3 m] |
| Total length: | 117.1 ft. [35.7 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1928 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Thru [12] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 690 [as of 2017] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 45.1 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $500,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 690 | 45.1 |
| December 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 1735 | 44.5 |
| December 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 1735 | 44.5 |
| November 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 1735 | 44.5 |
| September 2013 | Fair | Satisfactory | Fair | Good | 1735 | 33.9 |
| June 2012 | Fair | Satisfactory | Fair | Good | 1735 | 33.9 |
| February 2011 | Fair | Satisfactory | Fair | Good | 1735 | 33.9 |
| December 2009 | Fair | Satisfactory | Fair | Good | 1735 | 33.9 |
| February 2009 | Fair | Satisfactory | Fair | Good | 1735 | 33.9 |
| July 2007 | Fair | Satisfactory | Fair | Good | 479 | 37.2 |
| December 2003 | Fair | Satisfactory | Fair | Good | 479 | 36.1 |
| December 2001 | - | - | - | - | 479 | 46.0 |
| December 1999 | Fair | Satisfactory | Fair | Good | 479 | 34.1 |
| November 1997 | Fair | Satisfactory | Fair | Good | 369 | 36.2 |
| December 1995 | Fair | Satisfactory | Good | Good | 402 | 48.6 |
| December 1993 | Fair | Satisfactory | Good | Good | 560 | 56.8 |
| December 1991 | Fair | Satisfactory | Good | Good | 560 | 49.1 |
© 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/1183457
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1183457