Share: 
PASEO NBL over 77TH ST
Map
Coordinates:
+38.98704, -94.56636
38°59'13" N, 94°33'59" W
+38.98704, -94.56636
38°59'13" N, 94°33'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | PASEO NBL over 77TH ST |
| Structure number: | 25482 |
| Old structure number: | S128B121 048 (from 1992 edition) |
| Location: | S 16 T 48 N R 33 W |
| Purpose: | Carries highway over highway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 63.0 ft. [19.2 m] |
| Total length: | 65.0 ft. [19.8 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 64.0 ft. [19.5 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1930 |
| Year reconstructed: | 1994 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2016
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 2,122 [as of 2016] |
| Truck traffic: | 1% of total traffic |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Underclearances appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 64.1 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $127,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| March 2016 | Fair | 6 out of 10 | 2122 | 64.1 |
| March 2014 | Fair | 6 out of 10 | 2122 | 64.1 |
| March 2012 | Fair | 6 out of 10 | 2122 | 64.1 |
| April 2010 | Fair | 6 out of 10 | 7900 | 56.0 |
| March 2008 | Fair | 6 out of 10 | 7900 | 56.0 |
| January 2006 | Fair | 6 out of 10 | 7900 | 56.0 |
| March 2004 | Fair | 6 out of 10 | 7900 | 56.0 |
| July 2002 | Fair | 6 out of 10 | 7900 | 56.0 |
| July 2000 | Fair | 6 out of 10 | 7900 | 55.3 |
| June 1998 | Fair | 6 out of 10 | 5900 | 55.7 |
| June 1996 | Good | 7 out of 10 | 5900 | 72.9 |
© Copyright 2012-19, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1285105
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1285105