Share:

S PEACH AVE over CENTRAL CANAL

Map

Coordinates:
+36.71554, -119.71837
36°42'56" N, 119°43'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S PEACH AVE over CENTRAL CANAL
Structure number:42C0450
Location:AT CHURCH AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:13.5 ft. [4.1 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:67.6 ft. [20.6 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Skew angle:36°
Owner:City or Municipal Highway Agency [04]
Year built:1975
Year reconstructed:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
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:7,575 [as of 2009]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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: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:96.2

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Good7 out of 10757596.2
March 2013Good8 out of 10757596.2
November 2009Good8 out of 10140097.7
November 2005Good8 out of 10140097.7
November 2003Good8 out of 10140097.7
November 2001Good8 out of 10140097.7
November 1999Good8 out of 10140097.7
June 1995Fair6 out of 10140097.7
May 1993Fair6 out of 10140097.7
December 1990Fair6 out of 10140095.7