ARAPHO AVE/FAS1315 over FRENCHMAN CREEK
Map
Coordinates:
+40.42187, -101.3728040°25'19" N, 101°22'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ARAPHO AVE/FAS1315 over FRENCHMAN CREEK |
Structure number: | M2575F7105 |
Location: | WAUNETA ARAPAHOE @ PAWNEE |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 54.1 ft. [16.5 m] |
Total length: | 137.1 ft. [41.8 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1983 |
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: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,640 [as of 2011] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 69.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Good | Good | 1640 | 69.3 |
August 2015 | Good | Very Good | Good | Good | 1640 | 69.3 |
August 2013 | Good | Very Good | Very Good | Very Good | 1640 | 69.3 |
August 2011 | Good | Very Good | Very Good | Very Good | 1480 | 87.8 |
September 2009 | Good | Very Good | Very Good | Very Good | 1480 | 87.8 |
March 2008 | Good | Very Good | Very Good | Very Good | 1480 | 84.6 |
October 2005 | Good | Excellent | Excellent | Excellent | 235 | 90.7 |
December 2003 | Good | Excellent | Excellent | Excellent | 235 | 90.7 |
September 2001 | Good | Excellent | Excellent | Excellent | 310 | 90.6 |
November 1999 | Good | Excellent | Excellent | Excellent | 310 | 89.6 |
December 1997 | Good | Excellent | Excellent | Excellent | 270 | 89.6 |
September 1995 | Good | Excellent | Excellent | Excellent | 150 | 89.7 |
April 1993 | Good | Excellent | Excellent | Excellent | 145 | 89.7 |
October 1991 | Good | Excellent | Excellent | Excellent | 145 | 91.7 |