OLD LAWERENCE RD over CHISOLM CREEK TRIB
Map
Coordinates:
+37.75278, -97.3355637°45'10" N, 97°20'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | OLD LAWERENCE RD over CHISOLM CREEK TRIB |
Structure number: | 530400870080650 |
Location: | OLD LAWERENCE AND 37TH N |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 43.0 ft. [13.1 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 113.9 ft. [34.7 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1958 |
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: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,000 [as of 2000] |
Truck traffic: | 10% of total traffic |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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] |
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: | 25.0 tons [22.7 metric tons] |
Inventory rating: | 19.9 tons [18.1 metric tons] |
Sufficiency rating: | 79.3 |
Previous Inspections
Date | Suff. Rating | Condition | Culvert Condition | SD/FO | ADT |
---|
December 2015 | 79.3 | Good | 7 out of 10 | - | 1000 |
October 2013 | 78.3 | Good | 7 out of 10 | - | 1000 |
December 2011 | 79.3 | Good | 7 out of 10 | - | 1000 |
November 2009 | 79.3 | Good | 7 out of 10 | - | 1000 |
October 2003 | 79.3 | Good | 7 out of 10 | - | 1000 |