Share:

BRANCH ST over HAGGINWOOD CREEK

Map

Coordinates:
+38.62134, -121.44379
38°37'17" N, 121°26'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BRANCH ST over HAGGINWOOD CREEK
Structure number:24C0227
Location:0.05mi n/o Alamos Ave
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:395 [as of 2009]
Truck traffic:10% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present desirable criteria [8]
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:89.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2017Good7 out of 1039589.5
October 2015Good7 out of 1039592.5
November 2013Good8 out of 1039592.5
March 2011Good8 out of 1039589.5
November 2007Good8 out of 1038097.0
July 2006Good8 out of 1038097.0
November 2003Good8 out of 1038097.0
February 2002Good8 out of 1038097.0
April 1999Good8 out of 1038097.0
December 1994Good7 out of 1038097.0
January 1993Good7 out of 1038097.0
April 1990Good8 out of 1038097.0