SH 74 Searcy over LONG CREEK
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 74 Searcy over LONG CREEK |
Structure number: | 000000000005765 |
Location: | 11.2 MI E JCT SH 74-27 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 243.1 ft. [74.1 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1979 |
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: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 350 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
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: | 92.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Good | Satisfactory | 350 | 92.9 |
November 2016 | Fair | Satisfactory | Good | Satisfactory | 380 | 96.0 |
November 2014 | Fair | Good | Good | Satisfactory | 380 | 96.0 |
December 2012 | Fair | Good | Good | Satisfactory | 420 | 95.0 |
December 2010 | Fair | Good | Good | Satisfactory | 420 | 95.0 |
December 2008 | Fair | Good | Good | Satisfactory | 420 | 95.0 |
December 2006 | Good | Good | Good | Good | 410 | 88.1 |
December 2004 | Good | Good | Good | Good | 490 | 88.1 |
December 2002 | Good | Good | Good | Good | 470 | 87.8 |
December 2000 | Good | Good | Good | Good | 470 | 87.8 |
December 1998 | Good | Good | Very Good | Good | 470 | 87.8 |
December 1996 | Good | Good | Very Good | Very Good | 325 | 89.8 |
October 1994 | Good | Good | Very Good | Very Good | 325 | 89.8 |
October 1992 | Good | Good | Very Good | Very Good | 325 | 89.8 |
October 1990 | Good | Good | Very Good | Very Good | 401 | 96.0 |
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. | 960 | 848 | 0 | 112 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,720 | 3,931 | 2,212 | 577 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 4 | 2 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 104 | 37 | 0 | 67 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 112 | 3 | 0 | 109 | 0 |
Bearings |
Movable Bearing | each | 16 | 0 | 2 | 14 | 0 |
Fixed Bearing | each | 16 | 0 | 2 | 14 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 486 | 411 | 75 | 0 | 0 |