US93 SB; FAP35 over Burro Creek
Map
Coordinates:
+34.54540, -113.4451034°32'43" N, 113°26'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US93 SB; FAP35 over Burro Creek |
Structure number: | 00846 |
Location: | 43.8 mi NW Jct SR 71 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 680.2 ft. [207.3 m] |
Total length: | 964.9 ft. [294.1 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 35.4 ft. [10.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1965 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,748 [as of 2017] |
Truck traffic: | 8% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 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 minimum criteria [6] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 67.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $3,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Satisfactory | Fair | 3748 | 67.4 |
October 2016 | Fair | Fair | Satisfactory | Satisfactory | 3771 | 77.5 |
October 2014 | Fair | Fair | Satisfactory | Good | 3573 | 77.6 |
November 2012 | Fair | Fair | Satisfactory | Good | 3200 | 77.6 |
November 2010 | Fair | Fair | Satisfactory | Good | 3200 | 62.0 |
June 2008 | Fair | Fair | Satisfactory | Good | 3350 | 62.0 |
December 2006 | Fair | Fair | Fair | Good | 3300 | 51.0 |
July 2004 | Fair | Fair | Fair | Good | 6054 | 54.9 |
November 2002 | Fair | Satisfactory | Good | Good | 6016 | 66.9 |
November 2000 | Fair | Good | Satisfactory | Good | 5970 | 66.9 |
June 1999 | Fair | Good | Satisfactory | Good | 5298 | 66.9 |
March 1998 | Fair | Good | Satisfactory | Good | 5298 | 66.9 |
May 1997 | Good | Good | Good | Good | 4671 | 66.9 |
May 1995 | Good | Good | Good | Good | 5000 | 66.9 |
January 1994 | Good | Good | Good | Good | 5400 | 66.9 |
June 1993 | Good | Good | Good | Good | 5400 | 66.9 |
April 1991 | Fair | Good | Fair | Satisfactory | 4600 | 53.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 1,427 | 1,282 | 142 | 3 | 0 |
Steel Protective Coating | sq. ft. | 21,375 | 21,161 | 0 | 214 | 0 |
Steel Stringer | linear ft. | 3,401 | 3,341 | 60 | 0 | 0 |
Steel Protective Coating | sq. ft. | 22,100 | 0 | 21,000 | 1,100 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 34,161 | 34,161 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 30,880 | 30,880 | 0 | 0 | 0 |
Superstructure |
Steel Arch | linear ft. | 1,361 | 526 | 832 | 3 | 0 |
Steel Protective Coating | sq. ft. | 95,250 | 0 | 76,200 | 14,288 | 4,762 |
Steel Floor Beam | linear ft. | 1,138 | 838 | 300 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,000 | 10,000 | 0 | 0 | 0 |
Steel Pin or Pin & Hangar Assembly | each | 4 | 0 | 4 | 0 | 0 |
Steel Gusset Plate | each | 288 | 282 | 6 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,880 | 2,880 | 0 | 0 | 0 |
Substructure |
Steel Column | each | 40 | 0 | 40 | 0 | 0 |
Steel Protective Coating | sq. ft. | 26,292 | 0 | 23,664 | 1,314 | 1,314 |
Reinforced Concrete Column | each | 2 | 0 | 0 | 1 | 1 |
Reinforced Concrete Abutment | linear ft. | 72 | 47 | 25 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 30 | 19 | 5 | 6 | 0 |
Joints |
Strip Seal Joint | linear ft. | 128 | 128 | 0 | 0 | 0 |
Compression Joint | linear ft. | 128 | 128 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 15 | 5 | 10 | 0 | 0 |
Fixed Bearing | each | 100 | 53 | 37 | 10 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,932 | 1,932 | 0 | 0 | 0 |