13214 search results for DESIGN
9290402-723 FHWA
to remove the Moderate Heat (MH) designation, for consistency with AASHTO M 85 in the Standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9290402-723-fhwa.pdf?sfvrsn=8e286dc9_1CM-706-01 Raised Pavement Marker Class F
device with an ASTM D4280 Surface Designation H (hard abrasion-resistant lens). FORMDROPDOWN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-706-01-raised-pavement-marker-class-f.docx?sfvrsn=140ef03c_1FM1-R090
FLORIDA DEPARTMENT OF TRANSPORTATION State Materials Office 5007 NE 39 th Avenue Gainesville, Florida 32609 March 10, 2025 FM 1-R090 1 Florida Method of Test for Sampling Aggregates and Soils Designation: FM 1-R090 FM 1-R090 is identical to AASHTO R090-18 except for the following provisions: 1. Delete Section 4.3 and replace with: “4.3. Sampling Tube-Plastic, aluminum or similar tube, six-feet long with a 1 1/4- inch diameter.” 2. Delete Section 5.7.1 and replace
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm1-r090.pdf?sfvrsn=e51add44_3fm5-580
FLORIDA DEPA RTMENT OF TRANSPORTATION State Materials Office 5007 NE 39 th Avenue Gainesville, Florida 32609 September 10, 2025 FM 5-580 1 Florida Method of Test for the Effectiveness of Anti-Graffiti Coating Materials Designation: FM 5-580 1. SCOPE This method covers the outdoor exposure testing of sacrificial and non-sacrificial water cleanable anti-graffiti coating materials. Outdoor environmental exposure is achieved through the procedures described in ASTM G7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm5-580.pdf?sfvrsn=9d1e6b92_3455-002
Specification A653, Coating Designation G90, 26 gauge. 4. When preformed dowel holes are used, continue
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/455-002.pdf?sfvrsn=861edf4b_1455-102
will not be required. meeting the requirements of ASTM A653, Coating Designation G90, 26 gauge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/455-102.pdf?sfvrsn=1b951ef1_1Agency Term Contract - Truck Mounted Sewer Cleaner
Manufacturer's model numbers: when a manufacturer's model number is stated, it is understood that design, . ___________________________________ Understand and acknowledge? (Yes/No) 1.2.3 "Heavy Duty". This term means that the design, a water pump that is hydraulically powered *SINGLE ENGINE DESIGN: and the PD Blower is powered, to delivery, a first article inspection may be performed by the Mobile Equipment Manager and his designee, 12.0 WARRANTY: 12.1 The supplier shall warrant all components of its manufacture and design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/files_agency_term_contracts/agency-term-contract---truck-mounted-sewer-cleaner.pdf?sfvrsn=6b45e68c_3FHWA Emergency Relief FAQ
that would be needed to repair the damage. It does not include secondary costs such as design, MOT, in-house force account construction work and contract work . Design and/or CEI costs should be estimated as 10% for design and 12% for CEI of the total damage estimate unless the agency has more, Design Build could be allowed for Emergency Repairs. Prior consultation with the Florida FHWA, and select the “Designated Areas” option o A maps is generated showing which areas qualify for FEMA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/lp/federal-programs/fhwa-er/fhwa-emergency-relief-faq.pdf?sfvrsn=642a01b9_22024 ER FLDiv FAQ update
that would be needed to repair the damage. It does not include secondary costs such as design, MOT, in-house force account construction work and contract work . Design and/or CEI costs should be estimated as 10% for design and 12% for CEI of the total damage estimate unless the agency has more, Design Build could be allowed for Emergency Repairs. Prior consultation with the Florida FHWA, and select the “Designated Areas” option o A maps is generated showing which areas qualify for FEMA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lap/pdfs/2024-er-fldiv-faq-update.pdf?sfvrsn=61da62b7_1BDV31-977-141-UF_Final_AOI_Tool
data sources; and (3) pilot test the tool with user groups. The design of the Resilience Report, on designing a framework for storing, analyzing, and displaying results with the flexibility, planning, design, and construction process. The goal of this project was to build a tool to mainstream, for the impacts of climate change. Specifically, the project had three objectives: 1. Design, . Hence, the research team focused on designing and developing a framework for storing, analyzing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/resilience/bdv31-977-141-uf_final_aoi_tool.pdf?sfvrsn=7bb27a25_1fdot-bdv25-977-76-rpt
location and design interact with roadway and interchange characteristics to influence vehicular, location and design interact with roadway and interchange characteristics to influence vehicular, higher access densities and more complex traffic. 50 mph or Higher Yes −44.9% Driveway Design, traffic; flush or curb radial designs are more common at higher traffic driveways as they allow, Characteristics Variable Driveway Design Flush Radial 905 8.54 41 4.37 98 11.49 Curb Radial 2822 26.63
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv25-977-76-rpt.pdf?sfvrsn=101903a0_19900300FHWA - Revised
be accomplished in a maximum of three hours. 3.Arrow boards and changeable message signs shall be designed, Life: Electrical system batteries shall be designed to provide 21 days of continuous operation, on each of the four frame corners. 4.The trailer shall be designed to be set up at the site with its, . Design the sign panel assembly to withstand transport speeds of 65 mph. 3.Construct the sign, or matrix-style design. Each digit shall measure a minimum 18 inches in height. 3.Speed display shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9900300fhwa---revised.pdf?sfvrsn=63cdf7ea_1resilience_tracker_training
4 4 What Re s i l i e n ce Measure s are Included? 5 35 design features have initially been, by FDOT’s design criteria. These measures are a starting point, and other features (beyond those, is in PSEE. It is encouraged that the module be completed before entering design to ensure funding is available. The Resilience Tracker module MUST be completed before the project leaves Design, Measure must be addressed and moved from this setting before the project reaches final design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/psee/resilience_tracker_training.pdf?sfvrsn=4b5b9c32_1548-030
. characteristics utilized at the site. Provide the values of unit weight, soil design parameters for backfill material based on the actual soil to be used in the design of the wall system. The Contractor must, : inlets as shown on wall elevations. 4. If present, consider in design and analysis and locate manholes and drop of the Engineer. stability design, including foundation and slope stability, that the factored Structures Design Guidelines Section 3.13.2. materials are in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/548-030.pdf?sfvrsn=237991bb_1SPI-415-010
2024-25 1 Index 415-010 Bar Bending Details (FRP) Design Criteria ACI 440.1R-06 Guide for the Design and Construction of Structural Concrete Reinforced with FRP bars; ACI 440.6-08 Specification, Bridge Design Guide Specifications for GFRP-Reinforced Concrete 2 nd Edition (AASHTO-GFRP2); Structures Detailing Manual (SDM); FDOT Design Manual (FDM). Design Assumptions and Limitations, by the equations found inAASHTO-GFRP2. The Design Aids section below contains examples of typical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-415-010.pdf?sfvrsn=fbc86ab5_1SPI-415-010e
2024-25 1 Index 415-010 Bar Bending Details (FRP) Design Criteria ACI 440.1R-06 Guide for the Design and Construction of Structural Concrete Reinforced with FRP bars; ACI 440.6-08 Specification, Bridge Design Guide Specifications for GFRP-Reinforced Concrete 2 nd Edition (AASHTO-GFRP2); Structures Detailing Manual (SDM); FDOT Design Manual (FDM). Design Assumptions and Limitations, by the equations found inAASHTO-GFRP2. The Design Aids section below contains examples of typical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-415-010e.pdf?sfvrsn=3a49143_1Professional Services Procurement
Program (LAP) including, but not limited to: planning; project development; preparation of design, , for Design and CEI phases of work. See Chapter 14 of the LP Manual for additional information on contract execution and oversight. District 1 - N/A District 2 Design Contracts: Element Engineering and STV, Services for LAP Delivery of Design Services (Executed December 15, 2022) Contract CAL58: Jacobs Engineering Group, Inc. Contract CAL73: Roadway Design Solutions, Inc. District 5 - General continuing
https://www.fdot.gov/programmanagement/lap/professionalservices.shtm548-030
. characteristics utilized at the site. Provide the values of unit weight, soil design parameters for backfill material based on the actual soil to be used in the design of the wall system. The Contractor must, : inlets as shown on wall elevations. 4. If present, consider in design and analysis and locate manholes and drop of the Engineer. stability design, including foundation and slope stability, that the factored Structures Design Guidelines Section 3.13.2. materials are in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/548-030.pdf?sfvrsn=44f9f828_1SPI-415-010
2025-26 1 Index 415-010 Bar Bending Details (FRP) Design Criteria ACI 440.1R-06 Guide for the Design and Construction of Structural Concrete Reinforced with FRP bars; ACI 440.6-08 Specification, Bridge Design Guide Specifications for GFRP-Reinforced Concrete 2 nd Edition (AASHTO-GFRP2); Structures Detailing Manual (SDM); FDOT Design Manual (FDM). Design Assumptions and Limitations, by the equations found inAASHTO-GFRP2. The Design Aids section below contains examples of typical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-415-010.pdf?sfvrsn=45b39350_10050104-722impl
and disposition stamp by Design EOR Steel Fabrication Drawings Originator Reviewer Steel, and Sealed Requires Review, QA/QC Shop Drawing Check prints and disposition stamp by Design EOR, by Design EOR Bridge components not fully detailed in the Plans, i.e., post-tensioning, stamp by Design EOR Design and structural details furnished by the Contractor in compliance, . In lieu of a Specialty Engineer, originator may be a licensed Architect. 4. In lieu of the Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/0050104-722impl.pdf?sfvrsn=4193d80_2