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N. PEACH AVE over MILL DITCH

Map

Coordinates:
+36.76488, -119.71813
36°45'54" N, 119°43'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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: January 2017

Good/Fair/Poor Condition:Good
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]
Sufficiency rating:94.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Good7 out of 101484094.5
March 2013Good7 out of 101484094.5
November 2009Good7 out of 10780096.2
November 2005Good7 out of 10780096.2
December 2004Good7 out of 10780094.1
November 2002Good7 out of 10780094.1
December 2000Good7 out of 10780094.1
December 1999Good8 out of 10780094.1
September 1994Good7 out of 10780092.2
April 1992Good7 out of 10780092.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.10195600
Wearing Surfacessq. ft.3903622800
Bridge Rail
Other Material Bridge Raillinear ft.2323000