Share:

GARNETT over SPRING BRANCH TRIB. NO.

Map 

Coordinates:
+39.37097, -99.84023
39°22'15" N, 99°50'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GARNETT over SPRING BRANCH TRIB. NO.
Structure number:5304008700SBT20
Location:GARNETT N. OF DOUGLAS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:150 [as of 2006]
Truck traffic:6% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Operating rating:52.9 tons [48.1 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:94.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201594.9Not deficient---150
October 201394.9Not deficient---150
September 201194.9Not deficient---150
November 200994.9Not deficient---150
July 200796.9Not deficient---150
November 200294.1Not deficient---120
February 200094.1Not deficient---120