STUDDIFORD DRIVE over SOUTH BRANCH RARITAN R
Map
Coordinates:
+40.54665, -74.6959240°32'48" N, 74°41'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STUDDIFORD DRIVE over SOUTH BRANCH RARITAN R |
Structure number: | 18D0702 |
Location: | LOC INTX CR625 & CR60 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 95.1 ft. [29.0 m] |
Total length: | 194.9 ft. [59.4 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 37.4 ft. [11.4 m] |
Skew angle: | 10° |
Owner: | County Highway Agency [02] |
Year built: | 2008 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,360 [as of 2017] |
Truck traffic: | 4% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 89.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Very Good | Good | Very Good | 3360 | 89.9 |
September 2015 | Good | Very Good | Good | Very Good | 3295 | 90.9 |
September 2013 | Good | Very Good | Good | Very Good | 3230 | 92.0 |
October 2011 | Good | Excellent | Very Good | Very Good | 3163 | 91.1 |
October 2009 | Good | Excellent | Excellent | Excellent | 3101 | 89.1 |
October 2007 | Poor | Good | Fair | Poor | 3040 | 25.3 |
October 2005 | Poor | Good | Fair | Poor | 2979 | 25.5 |
December 2003 | Poor | Good | Fair | Poor | 2860 | 25.8 |
October 2003 | Poor | Good | Fair | Poor | 2920 | 25.6 |
November 2001 | Poor | Good | Fair | Poor | 2750 | 25.8 |
September 1999 | Poor | Good | Fair | Poor | 2750 | 25.8 |
August 1997 | Poor | Good | Fair | Poor | 2700 | 26.0 |
June 1995 | Poor | Good | Fair | Poor | 2600 | 21.1 |
June 1993 | Fair | Very Good | Fair | Fair | 2500 | 40.7 |
May 1991 | Fair | Very Good | Fair | Fair | 2500 | 40.7 |
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 |
Steel Stringer | linear ft. | 1,140 | 1,140 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 9,200 | 9,016 | 184 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,274 | 7,274 | 0 | 0 | 0 |
Superstructure |
Steel Truss | linear ft. | 390 | 390 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 9,788 | 9,593 | 195 | 0 | 0 |
Steel Floor Beam | linear ft. | 598 | 596 | 0 | 2 | 0 |
Steel Protective Coating | sq. ft. | 5,746 | 5,632 | 114 | 0 | 0 |
Steel Gusset Plate | each | 52 | 52 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 260 | 260 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 49 | 47 | 2 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 97 | 97 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 49 | 49 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 8 | 8 | 0 | 0 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 390 | 390 | 0 | 0 | 0 |