E 8TH STREET over LAKE MERRITT DRAIN
Map
Coordinates:
+37.79389, -122.2608337°47'38" N, 122°15'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | E 8TH STREET over LAKE MERRITT DRAIN |
Structure number: | 33C0149 |
Location: | E 8TH ST & E 7TH ST |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 120.1 ft. [36.6 m] |
Roadway width between curbs: | 78.7 ft. [24.0 m] |
Deck width edge-to-edge: | 129.9 ft. [39.6 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1970 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: November 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 16,055 [as of 2002] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Operating rating: | 32.5 tons [29.5 metric tons] |
Inventory rating: | 19.2 tons [17.5 metric tons] |
Sufficiency rating: | 75.3 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
November 2016 | 75.3 | Good | Good | Good | Good | - | 16055 |
November 2014 | 75.3 | Good | Very Good | Very Good | Very Good | - | 16055 |
November 2012 | 93.4 | Poor | Poor | Good | Good | SD | 16055 |
November 2010 | 94.1 | Poor | Poor | Good | Good | SD | 9375 |
October 2008 | 94.1 | Poor | Poor | Good | Good | SD | 9375 |
March 2007 | 94.1 | Poor | Poor | Good | Good | SD | 9375 |
October 2005 | 94.1 | Poor | Poor | Good | Good | SD | 9375 |
December 2002 | 94.1 | Poor | Poor | Good | Good | SD | 9375 |
December 2000 | 97.1 | Good | Good | Good | Good | - | 9375 |
December 1995 | 95.1 | Good | Good | Good | Good | - | 9375 |
November 1993 | 95.3 | Fair | Satisfactory | Good | Good | - | 9375 |
June 1991 | 95.3 | Fair | Satisfactory | Good | Good | - | 9375 |