Share: 
SH 127 over NOLTON CREEK
Map
Coordinates:
+29.36353, -99.52171
29°21'49" N, 99°31'18" W
+29.36353, -99.52171
29°21'49" N, 99°31'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SH 127 over NOLTON CREEK |
| Structure number: | 152320036901005 |
| Location: | 3.7 MI NW JCT FM187/SH127 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 8.9 ft. [2.7 m] |
| Total length: | 27.9 ft. [8.5 m] |
| Roadway width between curbs: | 39.7 ft. [12.1 m] |
| Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1998 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2014
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 820 [as of 2014] |
| Truck traffic: | 17% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 98.0 |
Previous Inspections
| Date | Suff. Rating | Condition | Culvert Condition | SD/FO | ADT |
|---|---|---|---|---|---|
| September 2014 | 98.0 | Good | 7 out of 10 | - | 820 |
| September 2010 | 98.0 | Good | 7 out of 10 | - | 820 |
| September 2006 | 99.0 | Good | 7 out of 10 | - | 820 |
© Copyright 2012-18, 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/1550723
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1550723