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N TEILMAN AVENUE over HOUGHTON CANAL

Map

Coordinates:
+36.74319, -119.82198
36°44'35" N, 119°49'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N TEILMAN AVENUE over HOUGHTON CANAL
Structure number:42C0608
Location:AT NIELSEN AVE
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:14.8 ft. [4.5 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1998
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:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,491 [as of 2009]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
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:96.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Good7 out of 10249196.8
March 2013Good8 out of 10249196.8
November 2009Good8 out of 10124097.9
November 2005Good8 out of 10124098.9
November 2003Good8 out of 10124098.9
November 2001Good8 out of 10124098.9
December 2000Good8 out of 10124098.9
November 1999Good8 out of 10124098.9