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GILBERT STREET over DRY CREEK

Map 

Coordinates:
+37.67513, -97.27756
37°40'30" N, 97°16'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GILBERT STREET over DRY CREEK
Structure number:5304008700DC130
Location:GILBERT AT ELPYCO
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:72.2 ft. [22.0 m]
Skew angle:12°
Owner:City or Municipal Highway Agency [04]
Year built:1954
Year reconstructed:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:350 [as of 2006]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
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:53.9 tons [49.0 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:97.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201597.9Not deficient---350
October 201397.9Not deficient---350
September 201197.9Not deficient---350
July 200797.9Not deficient---350
November 200297.9Not deficient---305
February 200097.9Not deficient---305
March 199797.9Not deficient---290
January 199597.8Not deficient---283
May 199399.2Not deficient---340
May 199197.1Not deficient---340