Specifications include, but are not limited to: The project site is located in the Pacific Palisades, approximately ¼ of a mile northwest of the intersection of the Pacific Coast Highway (SH1) and Temescal Canyon Road, and is situated adjacent to the Asilomar Boulevard (Blvd.) Landslide. The purpose of the Asilomar Blvd. Deep Soil Mixing (DSM) Pilot Study is to gather information to allow the City of Los Angeles (City) to better understand the feasibility of using DSM as a construction method; to increase and expand the City’s knowledge of DSM for potential future projects, and to design and construct a geotechnically stable roadway in order to prevent further movement of Asilomar Blvd. between Almar Avenue (Av.) and Wynola Street (St.) due to an existing landslide. DSM is a construction method that utilizes a specialized drill rig equipped with fitted rotating paddles that mix the subsurface materials with cement grout. The earth materials act as an aggregate and cement-grout as the binder and hardening agent to form soil-cement columns below the ground surface. Mixing is performed during penetration and withdrawal of the augers The primary goal of performing the DSM Pilot Study project on Asilomar Blvd. is to evaluate the level of mixing and improvement that can be attained, as well as gather site specific information on the rate of the DSM installation, and to improve future costing and bidding of the future stabilization project on Asilomar Blvd. between Almar Av. and Wynola St.. The selected contractor will employ two different approaches to the execution of the DSM Pilot Study with respect to pre-drilling and earth material processing prior to mixing. The contractor will also use two different cement mixes in order to evaluate the mix impact on the strength of the DSM product. This will result in a total of four different test panels produced by the contractor. Coring and testing of the test section panels will be performed by Fugro Land USA, Inc. approximately 30-days following the test section panel installation. After the coring has been completed, the portions of the street affected by the test sections will be resurfaced by the contractor.