Share: 
Y14 HOOVER HWY over ROCK CREEK
Map
Coordinates:
+41.78487, -90.97616
41°47'06" N, 90°58'34" W
+41.78487, -90.97616
41°47'06" N, 90°58'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Y14 HOOVER HWY over ROCK CREEK |
| Structure number: | 000000000103561 |
| Location: | 081013302 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 39.0 ft. [11.9 m] |
| Total length: | 103.0 ft. [31.4 m] |
| Roadway width between curbs: | 30.5 ft. [9.3 m] |
| Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
| Skew angle: | 15° |
| Owner: | County Highway Agency [02] |
| Year built: | 2016 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 500 [as of 2014] |
| Truck traffic: | 16% of total traffic |
| Deck condition: | Excellent [9 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Excellent [9 out of 9] |
| Structural appraisal: | Superior to present desirable criteria [9] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Superior to present desirable criteria [9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| 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: | 94.7 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2017 | Good | Excellent | Excellent | Excellent | 500 | 94.7 |
© Copyright 2012-19, 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/1709056
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1709056