FM 998 over Rita Blanca Creek
Map
Coordinates:
+35.84699, -102.5133435°50'49" N, 102°30'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 998 over Rita Blanca Creek |
Structure number: | 041040162202001 |
Location: | 9.2 Mi West JCT US 87 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 125.0 ft. [38.1 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1952 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 5 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 560 [as of 2013] |
Truck traffic: | 43% 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: | Meets minimum tolerable limits to be left in place as is [4] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 52.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $203,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Fair | Fair | Satisfactory | 560 | 52.1 |
September 2016 | Fair | Fair | Fair | Satisfactory | 560 | 51.9 |
September 2014 | Fair | Fair | Fair | Satisfactory | 700 | 51.2 |
September 2012 | Fair | Fair | Fair | Satisfactory | 700 | 51.2 |
January 2011 | Fair | Fair | Fair | Satisfactory | 760 | 49.0 |
January 2009 | Fair | Fair | Fair | Satisfactory | 490 | 52.4 |
February 2007 | Fair | Fair | Fair | Satisfactory | 370 | 55.6 |
January 2005 | Fair | Fair | Fair | Satisfactory | 370 | 54.0 |
January 2004 | Fair | Fair | Fair | Satisfactory | 430 | 59.0 |
November 2002 | Fair | Fair | Fair | Satisfactory | 350 | 61.4 |
December 2001 | Poor | Poor | Poor | Satisfactory | 350 | 42.5 |
February 2000 | Poor | Poor | Poor | Satisfactory | 440 | 40.8 |
March 1998 | Fair | Fair | Fair | Satisfactory | 320 | 61.5 |
February 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 340 | 72.7 |
February 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 220 | 68.9 |
February 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 84.2 |