SENATE DOCKET, NO. 954        FILED ON: 2/9/2021

SENATE  .  .  .  .  .  .  .  .  .  .  .  .  .  .  No. 2094

 

The Commonwealth of Massachusetts

_________________

PRESENTED BY:

Patrick M. O'Connor

_________________

To the Honorable Senate and House of Representatives of the Commonwealth of Massachusetts in General
Court assembled:

The undersigned legislators and/or citizens respectfully petition for the adoption of the accompanying bill:

An Act relative to competition for specification of alternative types of culvert pipes.

_______________

PETITION OF:

 

Name:

District/Address:

 

Patrick M. O'Connor

Plymouth and Norfolk

 

Michael J. Soter

8th Worcester

7/14/2021

Steven S. Howitt

4th Bristol

7/14/2021


SENATE DOCKET, NO. 954        FILED ON: 2/9/2021

SENATE  .  .  .  .  .  .  .  .  .  .  .  .  .  .  No. 2094

By Mr. O'Connor, a petition (accompanied by bill, Senate, No. 2094) of Patrick M. O'Connor for legislation relative to competition for specification of alternative types of culvert pipes.  State Administration and Regulatory Oversight.

 

[SIMILAR MATTER FILED IN PREVIOUS SESSION
SEE SENATE, NO. 2587 OF 2019-2020.]

 

The Commonwealth of Massachusetts

 

_______________

In the One Hundred and Ninety-Second General Court
(2021-2022)

_______________

 

An Act relative to competition for specification of alternative types of culvert pipes.

 

Be it enacted by the Senate and House of Representatives in General Court assembled, and by the authority of the same, as follows:
 

Chapter 30 of the General Laws, as so appearing, is hereby amended by inserting the following new section:-

Section 38B. Competition for Specification of Alternative Types of Culvert Pipes.

State and municipal agencies shall have the autonomy to determine culvert and storm sewer material types to be included in the construction of state funded roadways provided that the pipe material selected (i) is designed using the latest revision of the American Association of State Highway and Transportation Officials (AASHTO)’s Load Resistance Factor Design Specifications, or any future design methodology accepted as the prevailing AASHTO specification, using a product performance life of not less than 75 years, (ii) is constructed to, and inspected for structural integrity, using as a minimum the current AASHTO installation details and post-installation testing requirements prior to final acceptance, (iii) is manufactured from non-combustible and non-toxic materials and is not susceptible to hydrostatic flotation forces when located within Evacuation Route Right-of-Ways, and (iv) maintains hydraulic design capacity for the project design life.