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N. PEACH AVE over MILL DITCH

Map 

Coordinates:
+36.76500, -119.71833
36°45'54" N, 119°43'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N. PEACH AVE over MILL DITCH
Structure number:42C0587
Location:JUST SOUTH OF MCKINLEY AV
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:12.1 ft. [3.7 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:83.7 ft. [25.5 m]
Deck width edge-to-edge:110.2 ft. [33.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1975
Year reconstructed:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2013 

Status:Open, no restriction [A]
Average daily traffic:14,840 [as of 2006]
Truck traffic:3% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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: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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:94.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201394.5Not deficient---14840
November 200996.2Not deficient---7800
November 200596.2Not deficient---7800
December 200494.1Not deficient---7800
November 200294.1Not deficient---7800
December 200094.1Not deficient---7800
December 199994.1Not deficient---7800
September 199492.2Functionally obsolete---7800
April 199292.2Functionally obsolete---7800