S-15 ONRAMP over MURPHY CREEK
Map
Coordinates:
+32.78722, -117.1147232°47'14" N, 117°06'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | S-15 ONRAMP over MURPHY CREEK |
Structure number: | 57 0625K |
Location: | 11-SD-015-R6.74-SD |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 97.1 ft. [29.6 m] |
Total length: | 179.1 ft. [54.6 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1967 |
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: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,500 [as of 2010] |
Truck traffic: | 2% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry 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: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Operating rating: | 79.9 tons [72.6 metric tons] |
Inventory rating: | 48.1 tons [43.7 metric tons] |
Sufficiency rating: | 99.8 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
January 2016 | 99.8 | Good | Very Good | Good | Very Good | - | 2500 |
January 2014 | 99.8 | Good | Good | Good | Good | - | 2500 |
February 2010 | 99.8 | Good | Good | Good | Good | - | 2500 |
March 2008 | 96.8 | Poor | Poor | Good | Good | SD | 2500 |
March 2006 | 96.8 | Poor | Poor | Good | Good | SD | 2500 |
January 2004 | 98.8 | Fair | Fair | Good | Good | - | 2500 |
February 2002 | 93.8 | Good | Good | Good | Good | FO | 2250 |
August 2000 | 93.8 | Fair | Satisfactory | Good | Good | FO | 2250 |
March 1998 | 93.8 | Fair | Satisfactory | Good | Good | FO | 2250 |
January 1996 | 95.8 | Good | Good | Very Good | Very Good | FO | 2250 |
March 1994 | 95.8 | Good | Good | Very Good | Very Good | FO | 2250 |
February 1992 | 95.8 | Good | Good | Very Good | Very Good | FO | 2250 |