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CHERRY AVENUE over ROSS CREEK

Map 

Coordinates:
+37.26278, -121.88583
37°15'46" N, 121°53'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHERRY AVENUE over ROSS CREEK
Structure number:37C0389
Location:300 M N/O BRANHAM LANE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:13.1 ft. [4.0 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1966
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:2
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 2015 

Status:Open, no restriction [A]
Average daily traffic:5,950 [as of 2000]
Truck traffic:5% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
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:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:77.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201577.8Not deficient---5950
November 201388.9Not deficient---5950
November 201170.2Structurally deficient---5950
December 200970.2Structurally deficient---5950
November 200770.2Structurally deficient---5950
November 200570.2Structurally deficient---5950
November 200397.7Not deficient---3000
November 200197.7Not deficient---3000
January 200097.7Not deficient---3000
October 199597.8Not deficient---3000