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E 8TH STREET over LAKE MERRITT DRAIN

Map

Coordinates:
+37.79389, -122.26083
37°47'38" N, 122°15'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201675.3GoodGoodGoodGood-16055
November 201475.3GoodVery GoodVery GoodVery Good-16055
November 201293.4PoorPoorGoodGoodSD16055
November 201094.1PoorPoorGoodGoodSD9375
October 200894.1PoorPoorGoodGoodSD9375
March 200794.1PoorPoorGoodGoodSD9375
October 200594.1PoorPoorGoodGoodSD9375
December 200294.1PoorPoorGoodGoodSD9375
December 200097.1GoodGoodGoodGood-9375
December 199595.1GoodGoodGoodGood-9375
November 199395.3FairSatisfactoryGoodGood-9375
June 199195.3FairSatisfactoryGoodGood-9375