Category:550 Portland Cement Concrete Pavement Design: Difference between revisions
m article construction |
m Per TS, this new subarticle (EPG 550.1 Safety Edge) updates EPG guidance to current practice |
||
| Line 1: | Line 1: | ||
[[image:550.jpg| | [[image:550.jpg|right|130px]] | ||
==550.1 Safety Edge<sup>SM</sup>== | |||
Shaping the edge of pavement to a 30° bevel is an effective strategy for mitigating the negative effects associated with vertical edge drop-off. The finished shape of the Safety Edge<sup>SM</sup> shall conform to Fig. 550.1. | |||
[[image:550.1.jpg|center|500px|thumb|<center>'''Fig. 550.1, Safety Edge Configuration for Concrete Pavements and Concrete Overlays.<br/>The range of slope is equal to 29° to 40°.'''</center>]] | |||
As with conventional paving, the graded material adjacent to the Safety Edge<sup>SM</sup> should be brought flush with the top of the pavement following paving. If this material should settle or be otherwise displaced in the future, however, the Safety Edge<sup>SM</sup> would continue to provide a durable height transition to smoothly conduct vehicles back to the paved road. | |||
The safety edge JSP must be included in all concrete projects when the finished surface will be 24 ft. wide or greater. The Safety Edge<sup>SM</sup> shall be constructed monolithically with the pavement. This includes shoulder paving unless the paved width of each shoulder exceeds 4 ft. When using the Safety Edge<sup>SM</sup>, the quantity of concrete will increase by approximately 2 percent. | |||
Prior to placing concrete pavement, prepare the shoulder material where the Safety Edge<sup>SM</sup> will be placed to provide a foundation that will support the placement of the Safety Edge<sup>SM</sup> in accordance with the standard practice. | |||
Furnish, place and compact shoulder backing material to the top of the Safety Edge<sup>SM</sup> as shown in Fig. 550.1, in accordance with agency specifications. | |||
Revision as of 07:15, 19 August 2015
550.1 Safety EdgeSM
Shaping the edge of pavement to a 30° bevel is an effective strategy for mitigating the negative effects associated with vertical edge drop-off. The finished shape of the Safety EdgeSM shall conform to Fig. 550.1.
The range of slope is equal to 29° to 40°.
As with conventional paving, the graded material adjacent to the Safety EdgeSM should be brought flush with the top of the pavement following paving. If this material should settle or be otherwise displaced in the future, however, the Safety EdgeSM would continue to provide a durable height transition to smoothly conduct vehicles back to the paved road.
The safety edge JSP must be included in all concrete projects when the finished surface will be 24 ft. wide or greater. The Safety EdgeSM shall be constructed monolithically with the pavement. This includes shoulder paving unless the paved width of each shoulder exceeds 4 ft. When using the Safety EdgeSM, the quantity of concrete will increase by approximately 2 percent.
Prior to placing concrete pavement, prepare the shoulder material where the Safety EdgeSM will be placed to provide a foundation that will support the placement of the Safety EdgeSM in accordance with the standard practice.
Furnish, place and compact shoulder backing material to the top of the Safety EdgeSM as shown in Fig. 550.1, in accordance with agency specifications.
Articles in "550 Portland Cement Concrete Pavement Design"
The following 2 pages are in this category, out of 2 total.