2019 -- H 5465 | |
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LC001201 | |
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STATE OF RHODE ISLAND | |
IN GENERAL ASSEMBLY | |
JANUARY SESSION, A.D. 2019 | |
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A N A C T | |
RELATING TO HIGHWAYS - CONSTRUCTION AND MAINTENANCE OF STATE | |
ROADS | |
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Introduced By: Representatives Jacquard, Bennett, Solomon, and Chippendale | |
Date Introduced: February 14, 2019 | |
Referred To: House Corporations | |
It is enacted by the General Assembly as follows: | |
1 | SECTION 1. Section 24-5-1.1 of the General Laws in Chapter 24-5 entitled |
2 | "Maintenance of Town Highways" is hereby amended to read as follows: |
3 | 24-5-1.1. Alteration of roadways. |
4 | (a) Any person, firm, or corporation including utilities and contractors who alter a |
5 | roadway that is subject to the provisions of this chapter shall restore that portion of the roadway |
6 | which was altered to the same or better condition that existed prior to alteration. |
7 | (b) Municipalities shall adopt by ordinance standards for use of steel plates on municipal |
8 | roadways which shall, at a minimum, require compliance with the provisions specified in ยง 24-8- |
9 | 45. |
10 | SECTION 2. Chapter 24-8 of the General Laws entitled "Construction and Maintenance |
11 | of State Roads" is hereby amended by adding thereto the following section: |
12 | 24-8-45. Steel plate use. |
13 | (a) The director of the department of transportation shall establish rules and regulations |
14 | for the use of steel plates on roadway surfaces used to protect an excavation. At a minimum the |
15 | rules and regulations shall require steel plates designed for the safety of vehicles and pedestrians |
16 | to include: |
17 | (1) Steel plates shall withstand traffic loading without movement; |
18 | (2) When two (2) or more steel plates are used, the plates shall be welded in a manner to |
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1 | eliminate vertical movement; |
2 | (3) All steel plates shall be marked with the utility or contractor name and contact |
3 | information; |
4 | (4) Steel plates shall be installed to extend a minimum of twelve inches (12") beyond the |
5 | edge of the excavation; |
6 | (5) Temporary paving with a cold asphalt mix shall be used to feather the edges of the |
7 | plate to form a wedged taper to cover the edges of the steel plate; |
8 | (6) Each corner of the steel plate shall be marked with durable and highly reflective white |
9 | pavement marking tape no less than four inches (4") in width; |
10 | (7) The exposed surface area of the steel plate shall have friction coefficient equal to the |
11 | street surface friction coefficient; and |
12 | (8) All signage advising motorist of the steel plate shall be in compliance with the current |
13 | addition of the manual on uniform traffic control devices. |
14 | (b) The director of the department of transportation may authorize use of steel plates on |
15 | roadway surfaces which fail to comply with subsection (a) of this section in an emergency |
16 | situation or for public safety purposes. |
17 | SECTION 3. This act shall take effect upon passage. |
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EXPLANATION | |
BY THE LEGISLATIVE COUNCIL | |
OF | |
A N A C T | |
RELATING TO HIGHWAYS - CONSTRUCTION AND MAINTENANCE OF STATE | |
ROADS | |
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1 | This act would require that the director of transportation establish rules, regulations, and |
2 | minimum requirements for the use of steel plates on roadway surfaces. The act would also require |
3 | that municipalities adopt by ordinance the state standards for steel plate use on municipal |
4 | roadways. |
5 | This act would take effect upon passage. |
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