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CLAY ST over HAGGINWOOD CREEK

Map 

Coordinates:
+38.62000, -121.43889
38°37'12" N, 121°26'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CLAY ST over HAGGINWOOD CREEK
Structure number:24C0229
Location:BETWEEN ACACIA & ALAMOS
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:21.0 ft. [6.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:
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]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:474 [as of 2009]
Truck traffic:10% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:84.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201584.0Not deficient---474
November 201384.0Not deficient---474
March 201184.0Not deficient---474
July 200691.5Not deficient---350
November 200791.5Not deficient---350
November 200391.5Not deficient---350
April 200291.5Not deficient---350
February 199691.5Not deficient---350
September 199391.0Not deficient---350
March 199191.0Not deficient---350