13231 search results for DESIGN
715-002
Projected Area (EPA): 1.55 SF 1. LOADING: Poles are designed to support the following: Sarasota, Transformer Base, and Base Shoe Design are capable of providing the b. Frangible Base, Base Shoe, 40 40 140 120 160 (MPH) SPEED WIND HEIGHT (FT) MOUNTING DESIGN (FT) DEPTH FOUNDATION 8 9 9 40 40 40 140 120 160 (MPH) SPEED WIND HEIGHT (FT) MOUNTING DESIGN (FT) DEPTH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/715-002.pdf?sfvrsn=8df6d4ae_17850000.impl
and that the contact unit cannot twist when subjected to the design wind speeds defined in the FDOT, be in accordance with Design Standard 18113. 785-2.3.3 Steel Poles: Install foundation and pole, or 0.105 inch thick stainless steel. Ensure that the rails are keyhole designed with slots 2 inches, to or higher than the design load of the cabinet’s main breaker and the generator input twist-lock connector
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/7850000.impl.pdf?sfvrsn=12fdd200_0715-002
are designed to support the following: Sarasota and St. Lucie Counties. Brevard, Broward, Charlotte, capacity. i. Certify that the Clamp, Frangible Transformer Base, and Base Shoe Design are capable, 40 40 140 120 160 (MPH) SPEED WIND HEIGHT (FT) MOUNTING DESIGN (FT) DEPTH FOUNDATION 8 9 9 40 40 40 140 120 160 (MPH) SPEED WIND HEIGHT (FT) MOUNTING DESIGN (FT) DEPTH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/715-002.pdf?sfvrsn=3404de72_1Travel Demand Modeling (TDM) Manual_Using Ch 5 - Scenario Outputs
several stages of the planning and design processes. Model Outputs At a minimum, the model, . Apart from demand modeling, they are often used to inform the development of peak-hour design volumes during the project's design phases. Develop Growth Factors and Traffic Forecasts: Model volumes, and presentations. These maps should be designed in a way that intentionally highlights a particular piece
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/transportation-forecasting-research-hub-documents/fdot-tdmm-documents/travel-demand-modeling-(tdm)-manual_using-ch-5---scenario-outputs.pdf?sfvrsn=b777a52b_1wp-1705696548600
where all MPOs, regardless of size, could participate equally. - New Portal Design: The new portal, : The portal is designed to integrate seamlessly with the MPOAC’s existing web system, ensuring, organizations from being designated in this state after a specified date; creating within the department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2024/wp-1705696548600.pdf?sfvrsn=f28c3f88_1wp-1705696548600 (2)
where all MPOs, regardless of size, could participate equally. - New Portal Design: The new portal, : The portal is designed to integrate seamlessly with the MPOAC’s existing web system, ensuring, organizations from being designated in this state after a specified date; creating within the department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2024/wp-1705696548600-(2).pdf?sfvrsn=86bfd37b_1wp-1705696548600 (1)
where all MPOs, regardless of size, could participate equally. - New Portal Design: The new portal, : The portal is designed to integrate seamlessly with the MPOAC’s existing web system, ensuring, organizations from being designated in this state after a specified date; creating within the department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2024/wp-1705696548600-(1).pdf?sfvrsn=dccfd4a9_1Vehicle Satisfactory Continuing Control Process_2025_Final
a population of not less than 50,000 people that has been defined and designated by the Secretary, for accessibility. Vehicles are subject to design and specifications approval by FDOT. They must comply with all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/safety-and-operations/vehicle-satisfactory-continuing-control-process_2025_final.pdf?sfvrsn=b9fb008a_1TransCIP2_State_User_Guide June 2024
International, LLC is proud to offer the TransCIP 2.0 System is a grant management system designed, Certain users have been designated in the system to have access to Disaster Reporting for their respective agency. If a user has been designated as a Disaster Reporter, they will have access
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/documents/transcip2_state_user_guide-june-2024.pdf?sfvrsn=ae3891d0_1550-001
, No. 9 Farm, Design Number 1047-6-9, with a minimum coating weight of 0.40 oz./ft.². 10 ½ gage top and bottom wire and with Class 3 zinc coating; or aluminum coated steel, meeting the Design Number 1047-6-9, with Class 3 zinc coating; No. 12 ½ Grade 175, Design Number 1047-6-12 ½, with a Fabric, with 0.08-inch diameter four-point Design No. 15-4-5-16R. wire; four-point barbs, wire size 16, : Design No. 12-4-5-14R. four-point barbs, wire size 14 gage, twisted around both line wires
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/550-001.pdf?sfvrsn=23e2610c_1PTO-25-02
of passengers, along with their real-time locations. Fig. 1. Monitor System Design for Transit Travel Patterns at Individual and System Levels System Architecture and Design To better understand the process, and design are introduced in Fig.1. The basic idea is to detect smartphones by nearby sensors every second, and Tasks The main objective of this project is to design and conduct testing of monitoring transit travel patterns by utilizing passively collected IoT-enabled device trajectories. The proposed design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/pto-25-02.pdf?sfvrsn=bcff4689_1Palm Beach TPA Board Meeting Presentation 12.23
BOULEVARD/CR 782 TO NORTH OF SR 704/OKEECHOBEE BOULEVARD I Palm Beach TPA Planning Design PD&E Study, needs along the I-95 mainline • Develop managed lanes design concepts • Address segments operating, design constraints, benefits, construction costs, right of way impacts, interagency coordination, ENGINEERING & ENVIRONMENTAL ANALYSIS ALTERNATIVES REFINEMENT FINAL DOCUMENTS LOCATION AND DESIGN, Schedule is Subject to Change Southern and Northern PD&E Studies Funding (444202-1 and 444202-2): Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/i95mlokeechobee/palm-beach-tpa-board-meeting-presentation-12-23.pdf?sfvrsn=ac54323b_1550-001
, No. 9 Farm, Design Number 1047-6-9, with a minimum coating weight of 0.40 oz./ft.². 10 ½ gage top and bottom wire and with Class 3 zinc coating; or aluminum coated steel, meeting the Design Number 1047-6-9, with Class 3 zinc coating; No. 12 ½ Grade 175, Design Number 1047-6-12 ½, with a Fabric, with 0.08-inch diameter four-point Design No. 15-4-5-16R. wire; four-point barbs, wire size 16 ½ gage, : Design No. 12-4-5-14R. four-point barbs, wire size 14 gage, twisted around both line wires; and, Class
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/550-001.pdf?sfvrsn=f733c842_13200300-723 FHWA
. 320-3.1 General: Design, manufacture, coordinate, and operate the asphalt plant in a manner, 3.Date 4.Name and location of plant 5.Mix design number 6. Place for hand-recording mix temperature, of mix for the mix design Print the delivery ticket with an original and at least one copy. Furnish, ) 3.Date 4.Name and location of plant 5.Mix design number 6. Separate, individual, data entry locations, design 320-3.2.2.1 Electronic Ticketing (E-Ticketing) System: Provide an e- Ticketing System
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/3200300-723-fhwa.pdf?sfvrsn=c843a437_2SP0071104RR.origind
posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): S tructures Design staff contacted (name): W i l l t h e p r o posed revision involve PPM changes? Yes No Roadway Design staff contacted (name): W i l l t h e p r o posed revision involve CPAM, s r evision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, sections of the CSXT Pipeline and Wireline Design and Construction Specifications prior to beginning work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/sp0071104rr.origind.pdf?sfvrsn=498b39c5_01020200.FHWA
Supplemental Specification. The changes are proposed by Ed Cashman of the State Roadway Design Office, only the materials meeting the requirements of Section 990, Section 994, Design Standards, with the manufacturer’s recommendations, theand in accordance with Design StandardsStandard Plans, in the Design Standards. SUBARTICLE 102-13.23 is deleted and the following substituted: 102-13.23 Payment, the materials meeting the requirements of Section 990, Section 994, Design Standards and the Manual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/1020200.fhwa.pdf?sfvrsn=b06e0d20_0SP0071104RR.origind
posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): S tructures Design staff contacted (name): W i l l t h e p r o posed revision involve PPM changes? Yes No Roadway Design staff contacted (name): W i l l t h e p r o posed revision involve CPAM, s r evision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, of the CSXT Pipeline and Wireline Design and Construction Specifications prior to beginning work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/sp0071104rr.origind.pdf?sfvrsn=d2eb7c6e_09850200.FHWA
Supplemental Specification. The changes are proposed by Larry Jones of the State Structures Design, Design Shear*** ≥2.1 psf ≥3.6 psf ≥5.0 psf ** Wide Width Tensile Strength is expressed in units of measure of lbs/in, in machine direction and cross direction as MD x CD. *** Design Shear limits, . For products with limited APL approvals, installations and design alternatives must not rely, Design Standards Index No. D-1 Revetment (Special) Rock, Rubble without bedding stone
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/9850200.fhwa.pdf?sfvrsn=8db93a30_09850200.FHWA2
Design Office to add specific requirements for MSE joint cover fabrics, allow geogrids & geotextiles, (%) per ASTM D5141 75% and min. flow rate of 0.3 gal/sf/min Design Shear*** ≥2.1 psf ≥3.6 psf, direction and cross direction as MD x CD. *** Design Shear limits for Erosion mats must be determined, APL approvals, installations and design alternatives must not rely on the limitation. Structural, in 985-2.2, Table 1.1. Drainage Applications Geotextile Type Description Design Standards Index
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/9850200.fhwa2.pdf?sfvrsn=59682643_06950205.FHWA
: 695-3.2.1 Installation: Install sensors in accordance with the requirements of this Section and Design, between the leading and trailing loops as detailed in Design Standards, Index 17900. Install axles, and at termination in the cabinet. SubmitProvide lane numbering information as specified in Design, of this Section and Design Standards, Index No. 17900. Ensure axle sensors are installed, in the right-hand wheel-path midway between the leading and trailing loops as detailed in Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/6950205.fhwa.pdf?sfvrsn=40e79d3c_0