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T-512,SLAB FURNACE over OVER EAST SANDY CREEK
Map
Coordinates:
+41.32430, -79.73440
41°19'27" N, 79°44'04" W
+41.32430, -79.73440
41°19'27" N, 79°44'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | T-512,SLAB FURNACE over OVER EAST SANDY CREEK |
| Structure number: | 000000000033926 |
| Old structure number: | 607217051230360 (from 1992 edition) |
| Location: | ROCKLAND TOWNSHIP |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 92.9 ft. [28.3 m] |
| Total length: | 96.1 ft. [29.3 m] |
| Roadway width between curbs: | 24.9 ft. [7.6 m] |
| Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
| Skew angle: | 15° |
| Owner: | County Highway Agency [02] |
| Year built: | 1992 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 2014] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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: | 96.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Good | Good | Good | Good | 100 | 96.9 |
| March 2016 | Good | Good | Good | Good | 100 | 96.9 |
| March 2014 | Good | Good | Good | Good | 100 | 96.9 |
| March 2012 | Good | Good | Good | Good | 100 | 96.9 |
| March 2010 | Good | Good | Good | Good | 100 | 97.9 |
| March 2008 | Good | Good | Good | Good | 100 | 97.9 |
| March 2006 | Good | Good | Good | Good | 100 | 97.9 |
| March 2004 | Good | Good | Very Good | Very Good | 100 | 97.9 |
| September 2001 | Good | Good | Very Good | Very Good | 100 | 97.9 |
| November 1999 | Good | Good | Very Good | Very Good | 100 | 97.9 |
| September 1997 | Good | Very Good | Very Good | Very Good | 100 | 97.9 |
| August 1995 | Good | Very Good | Very Good | Very Good | 100 | 97.9 |
| September 1993 | Good | Excellent | Excellent | Excellent | 100 | 97.9 |
| August 1991 | Poor | Serious | Poor | Satisfactory | 100 | 0.0 |
© 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/1474358
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1474358