SD028 over LAKE POINSETT OUTLET
Map
Coordinates:
+44.59581, -97.0325944°35'45" N, 97°01'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SD028 over LAKE POINSETT OUTLET |
Structure number: | 000000029227144 |
Location: | 5.0 E JCT US 81 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 23.6 ft. [7.2 m] |
Total length: | 66.9 ft. [20.4 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 34.5 ft. [10.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1951 |
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: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 815 [as of 2017] |
Truck traffic: | 19% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
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: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 74.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Fair | Fair | Satisfactory | 815 | 74.4 |
September 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 802 | 86.8 |
September 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 760 | 86.9 |
August 2011 | Fair | Satisfactory | Satisfactory | Fair | 770 | 71.0 |
September 2009 | Fair | Satisfactory | Satisfactory | Fair | 689 | 75.1 |
August 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 620 | 86.6 |
July 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 565 | 86.7 |
September 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 592 | 86.6 |
August 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 605 | 86.6 |
September 1999 | Fair | Satisfactory | Good | Satisfactory | 600 | 86.6 |
September 1997 | Fair | Good | Good | Satisfactory | 591 | 86.6 |
August 1995 | Fair | Good | Good | Satisfactory | 546 | 86.5 |
September 1993 | Fair | Good | Good | Satisfactory | 720 | 83.6 |
September 1991 | Fair | Good | Good | Satisfactory | 459 | 89.4 |