Share: 
RTE 115 over RTE 987G
Map
Coordinates:
+41.82497, -73.77217
41°49'30" N, 73°46'20" W
+41.82497, -73.77217
41°49'30" N, 73°46'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | RTE 115 over RTE 987G |
| Structure number: | 000000005502440 |
| Location: | 1.5 MI.NE OF SALT POINT |
| Purpose: | Carries highway over highway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 67.9 ft. [20.7 m] |
| Total length: | 73.2 ft. [22.3 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 35.1 ft. [10.7 m] |
| Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
| Skew angle: | 19° |
| Owner: | State Highway Agency [01] |
| Year built: | 1946 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Concrete [1] |
| Main span design: | Frame [07] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,249 [as of 2015] |
| Truck traffic: | 5% 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: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 69.1 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $2,393,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 2249 | 69.1 |
| September 2015 | Fair | Fair | Fair | Fair | 2273 | 63.9 |
| September 2013 | Fair | Fair | Fair | Fair | 2274 | 63.9 |
| October 2011 | Fair | Fair | Fair | Fair | 2100 | 64.1 |
| October 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 2089 | 76.6 |
| October 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 2507 | 76.2 |
| October 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 2507 | 76.2 |
| November 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 2507 | 76.2 |
| September 2001 | Fair | - | Good | Satisfactory | 2879 | 65.6 |
| September 1999 | Fair | Satisfactory | Good | Good | 2667 | 75.1 |
| October 1997 | Fair | - | Good | Satisfactory | 2167 | 47.3 |
| October 1995 | Fair | - | Satisfactory | Satisfactory | 2167 | 40.9 |
| October 1993 | Fair | - | Satisfactory | Satisfactory | 2268 | 40.6 |
| October 1991 | Fair | - | Satisfactory | Very Good | 2172 | 48.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 76 | 0 | 76 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 145 | 145 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 1,084 | 1,079 | 5 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 2,517 | 2,175 | 23 | 319 | 0 |
| Wearing Surfaces | sq. ft. | 1,878 | 0 | 1,878 | 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/1392776
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1392776