Share: 
CR 113/ARCHER CR over BRIER CREEK
Map
Coordinates:
+33.51790, -99.00022
33°31'04" N, 99°00'01" W
+33.51790, -99.00022
33°31'04" N, 99°00'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CR 113/ARCHER CR over BRIER CREEK |
| Structure number: | 030120AA0113002 |
| Location: | 2.25 MI NE OF SH 114 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 5.9 ft. [1.8 m] |
| Total length: | 22.0 ft. [6.7 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1947 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Number of main spans: | 3 |
| Main spans material: | Masonry [8] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, posting recommended but not legally implemented [B] |
| Average daily traffic: | 10 [as of 2016] |
| Truck traffic: | 1% of total traffic |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Culvert condition: | Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 60.8 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| November 2018 | Poor | 4 out of 10 | 10 | 60.8 |
| November 2016 | Poor | 4 out of 10 | 10 | 60.5 |
| November 2014 | Poor | 4 out of 10 | 10 | 62.5 |
| November 2012 | Poor | 4 out of 10 | 10 | 62.5 |
| November 2010 | Fair | 6 out of 10 | 10 | 89.8 |
| October 2008 | Fair | 6 out of 10 | 10 | 89.8 |
| October 2006 | Fair | 6 out of 10 | 10 | 89.8 |
| October 2004 | Fair | 6 out of 10 | 10 | 89.5 |
| November 2002 | Fair | 6 out of 10 | 10 | 89.5 |
| September 2000 | Fair | 6 out of 10 | 30 | 89.5 |
| October 1998 | Fair | 6 out of 10 | 30 | 97.0 |
| October 1996 | Fair | 6 out of 10 | 30 | 97.0 |
| October 1994 | Good | 7 out of 10 | 30 | 97.0 |
| November 1992 | Good | 7 out of 10 | 30 | 97.0 |
| December 1990 | Good | 8 out of 10 | 35 | 97.0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1522604
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1522604