Share: 
SR 2040(LR 284) over IRONSTONE CREEK
Map
Coordinates:
+40.32027, -75.65236
40°19'13" N, 75°39'08" W
+40.32027, -75.65236
40°19'13" N, 75°39'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR 2040(LR 284) over IRONSTONE CREEK |
| Structure number: | 000000000005102 |
| Old structure number: | 062040001012260 (from 1992 edition) |
| Location: | IRONSTONE BR.FARMINGTN AV |
| Purpose: | Carries highway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 49.9 ft. [15.2 m] |
| Total length: | 49.9 ft. [15.2 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1907 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,202 [as of 2017] |
| Truck traffic: | 5% of total traffic |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Sufficiency rating: | 66.7 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $462,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Fair | - | Satisfactory | Fair | 4202 | 66.7 |
| October 2015 | Fair | - | Satisfactory | Fair | 4427 | 66.7 |
| October 2013 | Fair | - | Satisfactory | Fair | 4431 | 66.7 |
| October 2011 | Fair | - | Satisfactory | Fair | 4434 | 66.7 |
| October 2009 | Fair | - | Satisfactory | Fair | 4351 | 66.7 |
| October 2007 | Fair | - | Satisfactory | Fair | 4640 | 66.7 |
| October 2005 | Fair | - | Satisfactory | Fair | 4488 | 65.3 |
| October 2003 | Fair | - | Satisfactory | Satisfactory | 3434 | 76.6 |
| October 2001 | Fair | - | Satisfactory | Satisfactory | 3320 | 76.6 |
| December 1999 | Fair | - | Satisfactory | Satisfactory | 3287 | 76.6 |
| December 1997 | Fair | - | Satisfactory | Satisfactory | 4136 | 76.5 |
| December 1995 | Fair | - | Satisfactory | Satisfactory | 3940 | 76.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Reinforced Concrete Arch | linear ft. | 50 | 30 | 20 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 44 | 44 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 100 | 88 | 12 | 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/1457704
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1457704