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LELONG ST over BY-PASS CHANNEL

Map 

Coordinates:
+37.31278, -121.88694
37°18'46" N, 121°53'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LELONG ST over BY-PASS CHANNEL
Structure number:37C0381
Location:AT ALMA AVE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:46.6 ft. [14.2 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1991
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:3
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 2013 

Status:Open, no restriction [A]
Average daily traffic:3,000 [as of 1998]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201395.7Not deficient---3000
December 200995.7Not deficient---3000
December 200595.7Not deficient---3000
November 200377.6Functionally obsolete---3000
November 200177.6Functionally obsolete---3000
March 200077.6Not deficient---3000
April 199777.6Not deficient---3000
April 199577.7Not deficient---3000
May 199377.7Not deficient---3000