1 of 1 SENATE DOCKET, NO. 475 FILED ON: 1/16/2023 SENATE . . . . . . . . . . . . . . No. 2039 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'ConnorFirst Plymouth and Norfolk 1 of 2 SENATE DOCKET, NO. 475 FILED ON: 1/16/2023 SENATE . . . . . . . . . . . . . . No. 2039 By Mr. O'Connor, a petition (accompanied by bill, Senate, No. 2039) 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. 2094 OF 2021-2022.] The Commonwealth of Massachusetts _______________ In the One Hundred and Ninety-Third General Court (2023-2024) _______________ 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: 1 Chapter 30 of the General Laws, as so appearing, is hereby amended by inserting the 2following new section:- 3 Section 38B. Competition for Specification of Alternative Types of Culvert Pipes. 4 State and municipal agencies shall have the autonomy to determine culvert and storm 5sewer material types to be included in the construction of state funded roadways provided that 6the pipe material selected (i) is designed using the latest revision of the American Association of 7State Highway and Transportation Officials (AASHTO)’s Load Resistance Factor Design 8Specifications, or any future design methodology accepted as the prevailing AASHTO 9specification, using a product performance life of not less than 75 years, (ii) is constructed to, 2 of 2 10and inspected for structural integrity, using as a minimum the current AASHTO installation 11details and post-installation testing requirements prior to final acceptance, (iii) is manufactured 12from non-combustible and non-toxic materials and is not susceptible to hydrostatic flotation 13forces when located within Evacuation Route Right-of-Ways, and (iv) maintains hydraulic 14design capacity for the project design life.