RTE I678 over LINDEN PLACE, "U" TURN R
Map
Coordinates:
+40.77125, -73.8333440°46'17" N, 73°50'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | RTE I678 over LINDEN PLACE, "U" TURN R |
Structure number: | 000000001065181 |
Location: | .7 MI NE JCT I678 & SH 25 |
Purpose: | Carries highway over highway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 81.0 ft. [24.7 m] |
Total length: | 1108.0 ft. [337.7 m] |
Roadway width between curbs: | 64.0 ft. [19.5 m] |
Deck width edge-to-edge: | 66.6 ft. [20.3 m] |
Vertical clearance below bridge: | 14.4 ft. [4.4 m] |
Skew angle: | 3° |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 11 |
Main spans material: | Steel [3] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: May 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,444 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 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: | Better than present minimum criteria [7] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 78.9 tons [71.7 metric tons] |
Inventory rating: | 46.9 tons [42.6 metric tons] |
Sufficiency rating: | 84.5 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $31,441,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
May 2016 | 84.5 | Fair | Satisfactory | Fair | Fair | FO | 8444 |
May 2015 | 82.0 | Fair | Satisfactory | Fair | Fair | FO | 70205 |
March 2014 | 93.0 | Fair | Good | Satisfactory | Satisfactory | FO | 137852 |
April 2012 | 93.0 | Fair | Good | Satisfactory | Satisfactory | FO | 137852 |
April 2010 | 93.0 | Fair | Good | Satisfactory | Good | FO | 70205 |
April 2008 | 93.0 | Fair | Good | Satisfactory | Good | FO | 70205 |
April 2006 | 93.0 | Fair | Good | Satisfactory | Good | FO | 68926 |
May 2004 | 93.0 | Fair | Satisfactory | Satisfactory | Good | FO | 137852 |
May 2002 | 80.3 | Fair | Satisfactory | Satisfactory | Fair | FO | 51015 |
March 2000 | 81.0 | Fair | Satisfactory | Satisfactory | Fair | FO | 41882 |
April 1998 | 65.0 | Poor | Satisfactory | Satisfactory | Poor | SD | 52454 |
May 1996 | 66.0 | Poor | Fair | Fair | Poor | SD | 39595 |
April 1994 | 68.0 | Poor | Fair | Fair | Poor | SD | 39595 |
July 1992 | 67.0 | Poor | Fair | Fair | Poor | SD | 44361 |
October 1990 | 83.0 | Fair | Fair | Fair | Fair | - | 44361 |