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SHERMAN WAY over DAYTON CREEK

Map 

Coordinates:
+34.19833, -118.62667
34°11'54" N, 118°37'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SHERMAN WAY over DAYTON CREEK
Structure number:53C1323
Location:0.2 MI E/O FALLBROOK AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:38.4 ft. [11.7 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:80.4 ft. [24.5 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:21,500 [as of 2006]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:86.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201686.2Not deficient---21500
February 201486.2Not deficient---21500
February 201294.0Not deficient---21500
April 201094.0Not deficient---21500
February 200894.0Not deficient---21500
September 200694.0Not deficient---21500
February 200493.6Not deficient---23941
May 200193.6Not deficient---23941
April 199893.6Not deficient---23941
April 199693.6Not deficientGoodGood-23941
December 199393.4Not deficient---23941
January 199293.4Not deficient---23941