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STATE ROUTE 49 over CHEROKEE CREEK

Map 

Coordinates:
+38.08528, -120.56472
38°05'07" N, 120°33'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ROUTE 49 over CHEROKEE CREEK
Structure number:30 0042
Location:10-CAL-049-9.01-ANG
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:11.5 ft. [3.5 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:53.5 ft. [16.3 m]
Deck width edge-to-edge:56.8 ft. [17.3 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1941
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:8,050 [as of 2009]
Truck traffic:4% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:78.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201578.9Not deficient---8050
June 201378.9Not deficient---8050
June 201178.9Not deficient---8050
June 200975.5Not deficient---13000
May 200776.5Not deficient---13000
May 200576.7Not deficient---13800
April 200476.7Not deficient---13800
May 200276.7Not deficient---13000
May 199976.7Not deficient---7710
March 199776.7Not deficient---7710
February 199510.0Structurally deficient---8400
May 199354.5Not deficient---7000
September 199154.5Not deficient---7000