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2340000SS

. ConstructaSuperpaveAsphaltConcretebasecourseasdefinedintheseSpecifications. Basecoursemixes are designated as B-12.5, properties of the mix design. Aggregates from various sources may be combined. 234-3.2 Mix Design: Unless otherwise specified, design the mix such that all requirements for a Type SP-12.5, Traffic, consensus properties at design as specified in 334-3.2.3. Meet the criteria specified for a depth, specific gravity of the mix (as indicated on the mix design) for every one inch [9.28 kg/m 2

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Doing Business with FDOT

services. The types of services statutorily designated as professional services are engineering, , pursuant to Rule 60A-1.032, Florida Administrative Code. Design-Build Design-Build combines into a single contract the design and construction for a project, all in accordance with standard Florida, administration practices. These projects allow the contractor to participate in the design, in these projects will find information on these procurements on the Design-Build web page. Design-Build

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fm5-551

FLORIDA DEPARTMENT OF TRANSPORTATION State Materials Office 5007 NE 39 th Avenue Gainesville, Florida 32609 March 29, 2023 FM 5-551 1 Florida Method of Test for Minimum Resistivity of Soil and Water Designation: FM 5-551 1. SCOPE This method covers the laboratory determination of resistivity of soil and water using a soil resistance meter and soil box. This method can also be used, , Nilsson Model 400, and Tinker & Rasor Model SR-2). 2.2. Soil Box: Designed such that the cross

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9250000.FHWA

designation of compound, (b) product name (trade name) (c) type ( d ) b a t c h o r L O T n umber, designed to provide thorough agitation by means of compressed air. 925-2.2ProductAcceptance

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OOD24-01

, FL 32399-0450 JARED W. PERDUE, P.E. SECRETARY www.fdot.gov OFFICE OF DESIGN BULLETIN 24-01, Development, District Design Engineers, District Construction Engineers, District Maintenance Engineers, Design Engineers, District Roadway Design Engineers, District Geotechnical Engineers, District, of Design Rudy Powell, P.E., Director, Traffic Engineering and Operations COPIES: Will Watts, Dan, ) Devices and Strategies This Bulletin introduces new FDOT Design Manual (FDM) Developmental Design

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SWZ Bulletin 1_24_24

, FL 32399-0450 JARED W. PERDUE, P.E. SECRETARY www.fdot.gov OFFICE OF DESIGN BULLETIN 24-01, Development, District Design Engineers, District Construction Engineers, District Maintenance Engineers, Design Engineers, District Roadway Design Engineers, District Geotechnical Engineers, District, of Design Rudy Powell, P.E., Director, Traffic Engineering and Operations COPIES: Will Watts, Dan, ) Devices and Strategies This Bulletin introduces new FDOT Design Manual (FDM) Developmental Design

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2013

Roadway Design 2013 These .PDF files, of Contents Introduction Introduction Chapter 1 Design Controls Chapter 2 Design Geometrics, Utilities Chapter 6 Railroad Crossing Chapter 7 Traffic and ITS Design Chapter 8 Pedestrian, Bicycle, Engineering Design Process Chapter 14 Final Engineering Design Process Chapter 15 Update Engineering Design Process Chapter 16 Design Submittals Chapter 17 Engineering Design Estimate Process Chapter

https://www.fdot.gov/roadway/ppmmanual/2013ppm.shtm

2013 - Revised July 1

Roadway Design 2013 - Revised July 1, of Contents Volume 1 Table of Contents Introduction Introduction Chapter 1 Design Controls Chapter 2 Design Geometrics and Criteria - (2.2Mb file size) Chapter 3 Earthwork Chapter 4 Roadside Safety Chapter 5 Utilities Chapter 6 Railroad Crossing Chapter 7 Traffic and ITS Design Chapter 8, Chapter 13 Initial Engineering Design Process Chapter 14 Final Engineering Design Process Chapter 15

https://www.fdot.gov/roadway/ppmmanual/2013rppm.shtm

2014 - Revised January 1

Roadway Design 2014 - Revised January 1, of Contents Volume 1 Table of Contents Introduction Introduction Chapter 1 Design Controls Chapter 2 Design Geometrics and Criteria - (2.2Mb file size) Chapter 3 Earthwork Chapter 4 Roadside Safety Chapter 5 Utilities Chapter 6 Railroad Crossing Chapter 7 Traffic and ITS Design Chapter 8, Right of Way Chapter 13 Initial Engineering Design Process Chapter 14 Final Engineering Design Process

https://www.fdot.gov/roadway/ppmmanual/2014ppm.shtm

2015 - Revised January 1

Roadway Design 2015 - Revised January 1, of Contents Volume 1 Table of Contents Introduction Introduction Chapter 1 Design Controls Chapter 2 Design Geometrics and Criteria - (2.2Mb file size) Chapter 3 Earthwork Chapter 4 Roadside Safety Chapter 5 Utilities Chapter 6 Railroad Crossing Chapter 7 Traffic and ITS Design Chapter 8, of Way Chapter 13 Initial Engineering Design Process Chapter 14 Final Engineering Design Process Chapter

https://www.fdot.gov/roadway/ppmmanual/2015ppm.shtm

26113-TRC Slides

 Construction  Maintenance  In-House Roadway Design  Project Management  Contact Information, Peronto, PE District Structures Design Engineer  29 Ye a r s with FDOT  Geotechnical  Roadway Design  Project Management  Materials  Structures  Contact Information:  863-519-2426, Assistant District Drainage Engineer  7 years with FDOT  Roadway Design  Drainage Design, of Transportation Funding:  Design:  $7,500,000 funded in FY 2026  ROW:  N

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AdvantageRidePilotProgramPerformanceReport20200201

the design and use of transportation disadvantaged services, with a specific emphasis on individuals, provided 4. On-Time Performance – Percentage of pickups made within the designated service window, pricing model if the service is designed to meet many short trips versus a service that is devised

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Pt2Ch20-073124_clean

.................................. 20-9 20.2.1.3 Design, Impact Coordinator Role during the Design Phase, and Environment (PD&E), Design and Construction] to comply with federal and state laws and regulations, of the contamination by construction activities; • Design modifications or special construction, manner to the District management and appropriate technical offices (such as ROW, Design

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investment

governments that created it, since local elected government officials or their designees serve

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6760000.FHWA

to the suppressor. SPDs for loop lead-in cables must be designed in accordance with the following requirements, , and be configured for 8 vehicle, 4 pedestrian, and 4 overlaps. Model 552A designation is given, protected varistors and be designed for continuous service current of 10A at 120 VAC RMS. Power, across the loop detector input terminals) via a semiconductor array. The array shall be designed, assembly designated as P20 for monitoring the absence of red, shall be an integral part

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BCR-South Virtual PIM Presentation Final - December 6 (BCT)

ACQUISITION (IF NEEDED) PHASE 3 DESIGN PHASE 2 PROJECT DEVELOPMENT AND ENVIRONMENT (PD&E) STUDY, and design analysis) PROJECT OVERVIEW – LPA FOR BCR SOUTH Hours of Operation Headway (minutes) Monday, Water Resources Floodplains Special Designations Physical Environment Farmlands Noise Air Quality, ) and Design Ye a r 2045 • Projected future population & employment approved in the MPO 2045 Metropolitan

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