Share: 
ADAMS ST over EAST HARVARD GULCH
Map
Coordinates:
+39.66939, -104.94889
39°40'10" N, 104°56'56" W
+39.66939, -104.94889
39°40'10" N, 104°56'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | ADAMS ST over EAST HARVARD GULCH |
| Structure number: | D-13-HGE-240 |
| Location: | ADAMS AND VASSAR AVE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 67.9 ft. [20.7 m] |
| Roadway width between curbs: | 36.1 ft. [11.0 m] |
| Deck width edge-to-edge: | 47.2 ft. [14.4 m] |
| Skew angle: | 45° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1967 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 6 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 505 [as of 2013] |
| Truck traffic: | 2% of total traffic |
| 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] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 83.7 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| November 2016 | Good | 7 out of 10 | 505 | 83.7 |
| November 2014 | Good | 7 out of 10 | 505 | 83.7 |
| November 2012 | Good | 7 out of 10 | 505 | 83.7 |
| November 2010 | Good | 7 out of 10 | 360 | 84.8 |
| September 2008 | Good | 7 out of 10 | 360 | 84.8 |
| January 2007 | Good | 7 out of 10 | 798 | 83.7 |
| September 2004 | Good | 7 out of 10 | 798 | 83.7 |
| November 2002 | Good | 7 out of 10 | 798 | 83.2 |
| July 2000 | Good | 7 out of 10 | 328 | 83.9 |
| December 1999 | Good | 7 out of 10 | 328 | 83.9 |
| December 1998 | Good | 7 out of 10 | 328 | 83.9 |
| May 1996 | Good | 7 out of 10 | 294 | 83.9 |
| November 1994 | Good | 7 out of 10 | 294 | 86.8 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 684 | 574 | 110 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 2,445 | 2,195 | 250 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 95 | 94 | 1 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 95 | 95 | 0 | 0 | 0 |
© Copyright 2012-19, 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/1065877
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1065877