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City of Roseville <br />Proposal QTB214784 <br />May 13, 2025 <br />Page 2 <br /> <br /> Pavement and Geotechnical Evaluation Report (B2410777) prepared by Braun Intertec, dated <br />February 5, 2025. <br /> <br /> Email correspondence with Erik Henricksen (City of Roseville) regarding project testing <br />requirements. <br /> <br />Scope of Services <br />Services are performed under the direction of a licensed professional engineer. Testing services will be <br />performed on an on-call, as-needed basis as requested and scheduled by you or your on-site project <br />representative. After reviewing available information to determine compliance with project plans and/or <br />specifications and other design or construction documents, our scope of services for the project will be <br />limited to the tasks defined below. <br /> <br />Soil Related Services <br /> Sample and test full depth reclamation materials for compliance with the project documents. <br />This task includes laboratory gradation testing of these materials. <br /> <br /> Perform MnDOT dynamic cone penetrometer (DCP) tests on full depth reclamation material. <br /> <br />Concrete Related Services <br /> Sample and test fresh concrete associated with pavement and/or curb-and-gutter for <br />compliance with the project documents and cast test cylinders for laboratory compressive <br />strength testing. We assume that we will be able to appropriately dispose of excess concrete <br />(and associated wash water) on site at no additional cost to us. <br /> <br /> Measure and report the compressive strength of the concrete test cylinders for compliance <br />with the project documents. A set of three cylinders will be tested at 28 days for each set <br />cast. If field cure cylinders are requested, each additional cylinder will be charged at the unit <br />price listed in our cost estimate. <br /> <br />Bituminous Related Services <br /> Sample and test bituminous pavement materials for compliance with the project documents. <br />This task includes rice specific gravity, gyratory density, fine aggregate angularity, percent <br />crushed, asphalt content and extracted aggregate gradation tests of the bituminous. <br /> <br /> Measure the in-place wet density of the fresh bituminous with a nuclear density gauge to <br />observe and document the contractor’s roll pattern. <br /> <br /> Obtain cores and measure the thickness and density of the compacted bituminous pavement <br />by the core method for compliance with the project documents. We assume the bituminous <br />contractor will cut the cores and the full time inspector will choose the core locations and <br />provide us with the companion cores after the contractor cuts them. <br /> <br />Qbhf!212!pg!226 <br /> <br />