1 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION SECTION 628─PERMANENT SOIL NAILED WALLS 628.1 General Description This work includes furnishing materials, labor, tools, equipment, and other incidental items to design, detail, and construct a GEOTECHNICAL REPORT SN 011-0515 EX SN 011-0011 IL 29 over Flatt Branch FAP Route 75, IL 29 Section: (4) BR, D Christian County D-96-511-06 auger methods according to AASHTO T 206 and the IDOT Geotechnical Manual. Borings were filled with cuttings immediately after drilling to allow traffic on the roadway. 011-0515 3 of 10 Location Map . The Materials Manual contains the instructions needed to complete Quality Assurance and Materials Acceptance for Florida Department of Transportation contracts. This web page, which displays only the most recent versions of the files, has been divided into Volumes I and II as shown below. Volume I (V1) includes Department Personnel Manuals Manuals provide policy and guidance to staff, local agencies, contractors, and consultants to help us deliver an efficient and effective multimodal system. Our manuals are continuously updated with periodic revisions. Make sure you have the current version, regardless of the manual format or means of transmission. A project-specific soil survey and geotechnical investigation was performed for this project and can be made available upon request. Soil characteristics have The J hooks shall be spaced in accordance with GDOT Construction Detail D-24C. The maximum J-hook the Manual for Erosion and Sediment Control in Georgia, Department Standards, and Developmental Criteria and Previous Manual Versions Developmental Design Criteria 2021 FDOT Design Manual 2020 FDOT Design Manual 2019 FDOT Design Manual 2018 FDOT Design Manual Plans Preparation Manual (PPM) 2022 FDOT Design Manual - Complete FDM Document Download. To view the Implementation Bulletin for the current FDM, please see RDB21-12. Policy: 4465-7 - Guidelines for Lake Surveys Date Last Reviewed: 1/29/2021 Page 1 of 2 GDOT Publications Policies & Procedures Policy: 4465 -7 - Guidelines for Lake Surveys Section: Surveys Reports To: Division of Engineering Office/Department: Office of Design Policy/Suppor Contact: 404-631-1000 The Project Manager, during the preparation of a Project Concept, shall be responsible for Administrator acts as an extension of GDOT Procurement staff in support of the GDOT TIA Program. 5.1.1 Blended Projects . Procurement of blended projects will be directedby one of three agencies/departments: GDOT Office of Program Delivery (OPD), TIA Office, or the Local Government. This role will be determined on a project by project basis This manual focuses on the geotechnical aspects of substructure design. It also is the reference manual and participant workbook for use with NHI (National Highway Institute) Course No. 132068. Load and Resistance Factor Design (LRFD) for Highway Bridge Substructures: Reference Manual and Participant Workbook. | National Technical Reports Drilled shafts installed in lakes or rivers require use of a casing placed from above the water surface to a minimum embedment into the river or lake bottom. Do not define the top of the drilled shaft in the normal manner (a set distance below finished grade). Define the top of the drilled shaft as 1 to 2 ft. above the normal water elevation. SCDOT Geotechnical Design Manual GEOTECHNICAL RESISTANCE FACTORS August 2008 9-3 As indicated in Chapter 8, the Fatigue lim