FAS 70 over BLACKWATER CREEK
Map
Coordinates:
+36.59167, -83.0698036°35'30" N, 83°04'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAS 70 over BLACKWATER CREEK |
Structure number: | 34SR0700003 |
Location: | 2.36 MI.N. JCT. SR 33 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 50.5 ft. [15.4 m] |
Total length: | 152.6 ft. [46.5 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1992 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
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: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 200 [as of 2017] |
Truck traffic: | 7% of total traffic |
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 minimum criteria [6] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 87.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Good | 200 | 87.0 |
July 2016 | Good | Good | Good | Good | 180 | 87.0 |
July 2014 | Good | Good | Good | Good | 200 | 87.0 |
July 2012 | Good | Good | Good | Good | 170 | 87.0 |
July 2010 | Good | Very Good | Very Good | Very Good | 180 | 87.0 |
August 2008 | Good | Very Good | Very Good | Very Good | 210 | 86.9 |
July 2006 | Good | Very Good | Very Good | Very Good | 300 | 84.1 |
July 2004 | Good | Very Good | Very Good | Very Good | 240 | 88.8 |
May 2002 | Good | Excellent | Very Good | Excellent | 310 | 84.1 |
May 2000 | Good | Excellent | Very Good | Excellent | 320 | 84.1 |
August 1998 | Good | Excellent | Excellent | Excellent | 300 | 82.1 |
May 1996 | Good | Excellent | Excellent | Excellent | 270 | 82.2 |
August 1994 | Good | Excellent | Excellent | Excellent | 290 | 83.5 |
May 1992 | Good | Excellent | Excellent | Excellent | 220 | 88.7 |
November 1991 | Poor | Poor | Poor | Satisfactory | 220 | 31.8 |