SH 84 - 02 - 5.09 over BLOCKER CREEK
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 84 - 02 - 5.09 over BLOCKER CREEK |
Structure number: | 000000000005296 |
Location: | .5 MI W JCT SH 369 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 152.9 ft. [46.6 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 31.8 ft. [9.7 m] |
Skew angle: | 35° |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
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: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 450 [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: | 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
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: | 98.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Good | Good | 450 | 98.1 |
July 2016 | Fair | Fair | Good | Very Good | 600 | 97.0 |
July 2014 | Fair | Fair | Good | Very Good | 600 | 97.0 |
July 2012 | Fair | Fair | Good | Very Good | 450 | 87.9 |
August 2010 | Fair | Fair | Good | Very Good | 450 | 87.9 |
August 2008 | Fair | Fair | Good | Very Good | 450 | 87.9 |
July 2006 | Fair | Fair | Good | Very Good | 510 | 87.8 |
August 2004 | Fair | Fair | Good | Very Good | 510 | 87.8 |
September 2002 | Fair | Fair | Good | Very Good | 490 | 87.5 |
July 2000 | Fair | Fair | Good | Very Good | 510 | 87.5 |
March 1998 | Fair | Fair | Good | Very Good | 410 | 87.6 |
October 1996 | Fair | Fair | Good | Very Good | 315 | 88.6 |
June 1994 | Fair | Fair | Good | Very Good | 315 | 85.8 |
June 1992 | Fair | Fair | Good | Very Good | 315 | 85.8 |
April 1990 | Fair | Fair | Good | Very Good | 496 | 84.6 |
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. | 750 | 750 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5,100 | 5,100 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,314 | 2,784 | 1,515 | 15 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 97 | 97 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 138 | 134 | 4 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 148 | 148 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 15 | 0 | 15 | 0 | 0 |
Steel Protective Coating | sq. ft. | 52 | 0 | 52 | 0 | 0 |
Fixed Bearing | each | 15 | 0 | 15 | 0 | 0 |
Steel Protective Coating | sq. ft. | 52 | 0 | 52 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 305 | 305 | 0 | 0 | 0 |