13206 search results for DESIGN
SPI-521-660
. Anchor Bolts were designed for Design Wind, Bridge Deck Height (above MLW), Luminaire Mounting Height, Standard Plans Instructions Topic No. 625-010-003 Index 521-660 Light Pole Pedestal - Bridge FY 2026-27 1 Index 521-660 Light Pole Pedestal - Bridge Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations Use, mounting height. Design of the additional bridge deck reinforcement is based on the minimum transverse
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-660.pdf?sfvrsn=3ff6d2ff_19621001FHWA
42 A992 50 Sheets A1011 36, 45, 50 HSLAS, HSLAS-F, SS Designation, Style 962-10.43 Steel, , HSLAS-F Designation, Style * AASHTO HL-93 may be substituted for tensile testing for vaned gratings, Designated as High-Strength: When zinc coating is required in the Contract Documents, provide, and Hardware Designated as High-Strength Product ASTM Grade Type/Style Coating Finish Bolts F3125 A325 1, , Type II Table 962-1615 Coating Requirements for Fastener and Hardware Designated as High-Strength
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9621001fhwa.pdf?sfvrsn=1261d140_10050104-723impl
, pedestrian walkways, railroads, and navigable waterways. 3. Contractor Originated Designs: Items which the Contract Documents require the Contractor to design, detail and incorporate, designated shape until it hardens. Formwork may be comprised of common materials such as wood or metal, of complex design. Generally, this includes the following types of structures: a. Bridges, the Category 1 conditions of FDOT Design Manual 266.4. f. Concrete segmental, post-tensioned girder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/0050104-723impl.pdf?sfvrsn=b224ced3_107_ai_for_modeling
Technical achievement 1. Designing probabilistic graph neural networks (GCNs) to predict, achievement 3: Designing a reinforcement learning (RL) framework for real- time bus controls 11/16/2023
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/transportation-forecasting-research-hub-documents/2023-mtf-meeting-documents/07_ai_for_modeling.pdf?sfvrsn=301c813a_19190000.impl
container or bag of ground tire rubber shall be labeled with the manufacturer’s designation for the rubber and the specific type, maximum nominal size, weight and manufacturer’s batch or LOT designation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/9190000.impl.pdf?sfvrsn=89c341d3_0Intermodal_Logistics_Centers_Serving_Florida_Final
System (SIS) when designation criteria are met and, previously, access improvements to qualifying, are designed to support or be supported by conveyance or shipping through one or more seaports listed, ). 8 At present, while no ILC in Florida meets the criteria for designation as a SIS ILC, one, levels within three years of being designated? » Is the facility determined by FDOT, strategic facility in a region that has no designated SIS facility? Must meet all of the following
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/seaport/pdfs/intermodal_logistics_centers_serving_florida_final.pdf?sfvrsn=c09ac2ca_1SS9710000
Percent by Mass Passing Designated Sieve (ASTM D 1214) Grading Designation Type 1 (AASHTO) Type 3 (FP, analytical data or product Material Safety Data Sheets (MSDS) identifying nonhazardous designations, . 971-2 Glass Spheres. 971-2.1 General Requirements: Glass spheres shall be of a composition designed, and storage. Other containers will be used for applicable products. Each container shall designate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9710000.pdf?sfvrsn=4a02f398_0SS9710000
Percent by Mass Passing Designated Sieve (ASTM D 1214) Grading Designation Type 1 (AASHTO) Type 3, analytical data or product Material Safety Data Sheets (MSDS) identifying nonhazardous designations, . 971-2 Glass Spheres. 971-2.1 General Requirements: Glass spheres shall be of a composition designed, for applicable products. Each container shall designate the color, generic type (e.g. epoxy), user
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9710000.pdf?sfvrsn=df264713_0SS9710000
Designated Sieve (ASTM D 1214) Grading Designation Type 1 (AASHTO) Type 3 (FP 96)Type4(FP96)Type5(FP96, designations. Additionally,trafficstripematerials shall contain no more that 5.0 ppm lead by weight, designed to be highly resistant to traffic wear and to the effects of weathering for the production, and storage. Other containers will be used for applicable products. Each container shall designate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss9710000.pdf?sfvrsn=39c0ef50_03370303-723 FHWA
: 337-3.3.1 FC-5: Use a mixture having a gradation at design within the ranges shown in Table 337-1. Table 337-1 FC-5 Gradation Design Range 3/4 inch 1/2 inch 3/8 inch No. 4 No. 8 No. 16 No. 30, the design gradation requirements for a SP-9.5 Superpave fine mix as defined in 334-3.2.2. 337-3.3.3 FC-12.5: Meet the design gradation requirements for a SP-12.5 Superpave fine mix as defined in 334-3.2.2. ARTICLE 337-4 is deleted and the following substituted: 337-4 Mix Design. 337-4.1 FC-5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/3370303-723-fhwa.pdf?sfvrsn=8e9febbc_1CADDManualRecordOfChanges843640650
Production Standards 3.4 Removed obsolete "Facilities Design Manual" reference link Added, Libraries & Template Files" 3.5.2.2 Added new sub-section: "Design Libraries" with verbiage, Clarified descrition for Standard design file name formatting "AAAA" with link 4.13.1 Removed, " - Removed last sentence: "The Department provides a tool called Create3DDeliverables to aid designers, )/(A)" platform designation to all applicable column headers ALGNRD Added missing Levels: InletProt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/caddmanualrecordofchanges843640650.pdf?sfvrsn=2ec6ee93_2CADDManualRecordOfChanges
Production Standards 3.4 Removed obsolete "Facilities Design Manual" reference link Added, Libraries & Template Files" 3.5.2.2 Added new sub-section: "Design Libraries" with verbiage, Clarified descrition for Standard design file name formatting "AAAA" with link 4.13.1 Removed, " - Removed last sentence: "The Department provides a tool called Create3DDeliverables to aid designers, )/(A)" platform designation to all applicable column headers ALGNRD Added missing Levels: InletProt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/caddmanualrecordofchanges.pdf?sfvrsn=a314d65_2CSHB1397-HARTGovernanceOperationalManagementAnalysis
). Many transit agencies operate light rail (LR) vehicles that are designed to mimic the design, . Typically, fixed-route service is characterized by printed schedules or timetables, designated bus stops, in advance within designated zones and walk to arranged pick-up location. HART provide door-to-door, the core service area, the entity may designate corridors with widths from three-fourths of a mile up
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/safety-and-operations/cshb1397-hartgovernanceoperationalmanagementanalysis.pdf?sfvrsn=97c4be25_1PCH-03 APL Certified Process
) and is specified in Section 5.2. Contract manufacturers/designers and customer service providers, to PATH); the Director, Office of Materials (or designee) will conduct an administrative review, , or ancillary device) and is specified in Section 5.4. Contract manufacturers/designers, (or designee) will conduct an administrative review; and the applicant will be notified, to extend (add) or modify accepted QMS/facilities handling product design/development, manufacturing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/procedural-docs-2022/pch-03-apl-certified-process.pdf?sfvrsn=8860d8c9_15480206impl
ash and slag does not exceed 70% of total cementitious material. In lieu of the mix design described above, a mix design with a highly reactive pozzolan meeting the requirements of 346-2.3 can be substituted. Examples of mix designs meeting this requirement are: 1. 8% silica fume plus 20% fly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/review/implemented/5480206impl.pdf?sfvrsn=170259e_25480206.impl
design described above, a mix design with a fast pozzolanic material meeting the requirements of 346-2.3(6) silica fume, metakaolin and ultrafine fly ash, can be substituted. Examples of mix designs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/5480206.impl.pdf?sfvrsn=edd5a15f_05480206.impl
. 4.ThetotalweightoftheTypeFflyashandslagdoesnotexceed 70%of total cementitious material. Inlieuofthemix design described above, a mix design with a fast pozzolanic material meeting the requirements of 346-2.3(6) silica fume, metakaolin and ultrafine fly ash, can be substituted. Examples of mix designs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/5480206.impl.pdf?sfvrsn=536e605f_09620100-724IMPL
Bolts, Nuts and Washers Not Designated as High-Strength. Provide bolts, nuts, and washers not designated as high strength meeting the requirements listed in this Section and Table 962-6. When, be used with the Engineer’s approval. Table 962-6 Bolts, Nuts, and Washers Not Designated as High, Not Designated as High-Strength Product Standard Grade Style Reportable Properties Shims ASTM A1011, A240 316 Gage 16 Yield, Tensile, Elongation, Hardness None A1011 36 HSLAS, Class 1 Designation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9620100-724impl.pdf?sfvrsn=dbb5a442_19620000-723impl
of vaned gratings, when specified in the contract. 962-6 Bolts, Nuts and Washers Not Designated as High-Strength. Provide bolts, nuts, and washers not designated as high strength meeting, . Table 962-6 Bolts, Nuts, and Washers Not Designated as High-Strength Product Standard Grade Style, , Tensile Table 962-6 Bolts, Nuts, and Washers Not Designated as High-Strength Product Standard, A1011 36 HSLAS, Class 1 Designation, Style None A36 All All Yield, Tensile, Elongation, Killed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/9620000-723impl.pdf?sfvrsn=a5ea269c_29930206.origind
/Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): Structures Design staff contacted (name): Will the proposed revision involve PPM changes? Yes No Roadway Design staff contacted (name, ): Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates Bulletin, of delineator. Barrier delineators for guardrail shall be designed for mounting to the web of steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/9930206.origind.pdf?sfvrsn=3eee31e_0