13229 search results for DESIGN
2024June-Thu1-DesignLessonsLearned
Design Lessons Learned FDOT, District 4 Leslie Wetherell, PE Presenter Info Leslie Wetherell, P.E. Project Manager FDOT Design District 4 3400 W Commercial Blvd Ft Lauderdale, FL 33309, paperwork as an agency • Not a solution • Plan note/design plans reflecting “…or approved equal, Design criteria • If you have an off-system project and you meet at least one of the three criteria, Drawings • Processing of Shop Drawings Lessons Learned – Shop Drawings • Solutions • Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024june-thu1-designlessonslearned.pdf?sfvrsn=51d7efc8_1Resume Rev 07-August-24 wo references
direction and supervision of over 40 team members in the planning, roadway design, hydraulics, maintenance of traffic design, construction engineering and inspection, project management and strategic, , design, traffic, permits, construction, materials and maintenance Provide direct supervision, Service Center (TSC) Manager - June 1998 to February 2002 Responsible for the planning, design, municipalities and vendors for the procurement of design, construction, maintenance, materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/resume-rev-07-august-24-wo-references.docx?sfvrsn=f30680e8_1450884 Technical POP Memo
; Teco Fiber – Fiber; Zayo Group – Fiber. 13. Posted/Design Speed Limits: Posted Speed: 35 mph (MP, to MP 9.943) 50 MPH (MP 9.943 to MP 10.788) 45 MPH (MP 10.788 to MP 11.003) Design Speed: 45 mph, - Posted speed changed from 35 mph to 45 mph o MP 9.943 to MP 11.003 – Design speed changed from, F curb and gutter; 5-ft sidewalk on left side. Pavement Design Assumptions for LRE: Design will need to prepare the pavement design for this project. Any pavement design used in this estimate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/450884-technical-pop-memo.pdf?sfvrsn=83956f59_12000702-722origind
Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, than design cross slope. The proposed specification is associated with the changes made to Section, is uniform and in compliance with the design cross slope. When the difference between the measured cross
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/2000702-722origind.pdf?sfvrsn=b4311e90_29670000.FHWA
by Richard Stepp of the State Roadway Design Office to separate the material requirements previously included throughout Design Standards Index 400 and Specification Section 536. Please review, requirements for Gguardrail components as shown in the Design Standards, Index 400 Series, with the Plans, the Design Standards, and the APL Drawings as applicable. 967-3.1 Posts: Furnish pPosts shall not varying more than 1 inch from the specified length shown in the Design Standards. 967-3.1.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9670000.fhwa.pdf?sfvrsn=42cc69_00090201.origind
o 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, h i s r evision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, a r d , t h e n u mber of gallons will be determined assuming a mix design with 6.25% liquid asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/0090201.origind.pdf?sfvrsn=f60fa7ae_06770201.origind
o 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, h i s r evision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, foot; slab: 200 lbs. per square foot; roof: 100 lbs. per square foot. SubmitProvide design drawings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/6770201.origind.pdf?sfvrsn=2b26344d_05440000.origind
o 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, h i s r evision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, in accordance with the manufacturer’s instructions and the Design Standards
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/5440000.origind.pdf?sfvrsn=8ff43c2b_01020916.FHWA
Strickland of the State Roadway Design Office to allow for the use of Automated Flagger Assistance, ): Furnish, install, maintain, remove, and relocate AFADs in accordance with the Plans, and Design, to be listed on the APL showing typical application of the device in accordance with Design Standards, in accordance withwith the Plans, Design Standards, Index No. 603 and the APL vendor drawings. Include, , Design Standards, Index No. 603, and APL vendor drawings. Manufacturers seeking evaluation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/1020916.fhwa.pdf?sfvrsn=fe7a9c2e_03200603.FHWA
temperature ranges to the mix design compaction temperatures rather than having one minimum temperature, : The normal frequency for taking asphalt mix temperatures will be for each day, for each design mix, as applied to the warm mix asphalt mix design do not apply. For w i n d r o w p a v i n g , i n, From Verified Mix Design Any Single Measurement ±25°F AverageofAnyFiveConsecutive Measurements, for taking asphalt mix temperatures will be for each day, for each design mix on the first five
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3200603.fhwa.pdf?sfvrsn=f2678f64_01020509.origind
Maxwell What other offices will be impacted by these changes? None Are changes needed to the PPM, Design, If not, what references need to be updated (please include changes in the redline)? Is a Design, Design Office to clarify the requirements for warning lights and modify the language for consistency with the Design Standards, for in the Plans or Design Standards. Equipallothervehiclesandequipmentwithaminimum of 4 square feet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/1020509.origind.pdf?sfvrsn=e9db8580_05480203.origind
with the colleagues at the following offices: 1-Steven Nolan, P.E. Structures Design Engineer FDOT District 7 Structures Design 2- Gevin J. McDaniel, P.E. Senior Structures Design Engineer FDOT Structures Design Office What other offices will be impacted by these changes? District Materials and Construction Offices Are changes needed to the PPM, Design Standards, SDG, CPAM or other manual? NO Is a Design Bulletin, Construction Memo, or Estimates Bulletin needed? No Contact the State
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/5480203.origind.pdf?sfvrsn=6844cb1a_03370207.origind
of the range for the design AC content for limestone FC-5 mixtures to accommodate more asphalt binder, offices will be impacted by these changes? None. Are changes needed to the PPM, Design Standards, SDG, CPAM or other manual? No. Is a Design Bulletin, Construction Memo, or Estimates Bulletin needed, 337-4.1 (Page 286) is deleted and the following substituted: 337-4.1 FC-5: The Department will design, .) as specified in 334-3.2.7. The Department will have two weeks to design the mix. TheDepartment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/3370207.origind.pdf?sfvrsn=a1bab2ba_09920109.origind
point detail index in Design Standards. Summary of the changes: Revised specifications for Main, ? None Are changes needed to the PPM, Design Standards, SDG, CPAM or other manual? Yes, Design Standard 17504, Sheet 2. Is a Design Bulletin, Construction Memo, or Estimates Bulletin needed, Design Office to revise specifications to reflect new service point detail index in Design Standards, steel enclosure ground mounted per Design Standards, Index No. 17736. Dimensions shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/9920109.origind.pdf?sfvrsn=94f26e70_0E8V06Addenda003
notes to SR 570B phase 1 stage 6 for TTC design update 54-58 US 17 temporary traffic control design updates 59-63 SR 60 temporary traffic control design updates 83 SR 570B and US 17 temporary traffic control design updates 84-87 US 17 temporary traffic control design updates 89-93 SR 60 temporary traffic control design updates 103 Adjusted US 17 milling limits 105 Removed FM utility line, milling limits S-8 Updated signing pavement marking design based on updated milling and resurfacing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may13/e8v06addenda003.pdf?sfvrsn=9a17da61_120_11_Quero_PreemptionAsRailSafetyMeasure
for Preemption • MUTCD 11th Edition recommended guidelines • FDOT Design Manual Section 220.2.1.2, with highway traffic signals, System Design Time minus Equipment Response Time shall not exceed, Minimizes driver confusion Required in FDOT design where applicable Institutionalized as safety, during inspections and project coordination efforts • FDOT Offices (Design Te am, Traffic Operations) • The OMD Rail Coordinator supports the design team by coordinating with the railroad on plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/20_11_quero_preemptionasrailsafetymeasure.pdf?sfvrsn=55b340c4_1Program Management Bulletin 20-04
of Transportation Operations, District Directors of Transportation Development, District Design Engineers, District Construction Engineers, District Structures Design Engineers, District Maintenance Engineers, District Roadway Design Engineers, District Traffic Operations Engineers, District Program, Development, District Design Engineers, District Construction Engineers, District Structures Design Engineers, District Maintenance Engineers, District Roadway Design Engineers, District Traffic Operations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/bulletins/fpo/2020/program-management-bulletin-20-04.pdf?sfvrsn=527b5678_1cao-bulletin-20-01-and-pm-bulletin-20-04-bid-factor-pb-and-19-02
of Transportation Operations, District Directors of Transportation Development, District Design Engineers, District Construction Engineers, District Structures Design Engineers, District Maintenance Engineers, District Roadway Design Engineers, District Traffic Operations Engineers, District Program, Development, District Design Engineers, District Construction Engineers, District Structures Design Engineers, District Maintenance Engineers, District Roadway Design Engineers, District Traffic Operations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2020/cao-bulletin-20-01-and-pm-bulletin-20-04-bid-factor-pb-and-19-02.pdf?sfvrsn=121bc45b_14550502.FHWA3
of driving to a resistance equal to at least 2.0 times the factored design load plus the scour, to a resistance equal to at least 2.0 times the factored design load plus the scour and down drag resistance, Load Tests: The Engineer will take dynamic measurements during the driving of piles designated, with Design Standards, Index No. 20602 or attach instruments (strain transducers to measure force, and install in square prestressed concrete piles in accordance with Design Standards, Index No 20602
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/4550502.fhwa3.pdf?sfvrsn=c6427efa_0DBE Goal Methodology_Florida_2024-2026.Corrected
funded program designed to improve and develop skills of owners and managers enabling them to perform, designed to assist DBE owners ready to take the next step in growing their business. 9. The Bond
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/dbeprogram/dbe-goal-methodology_florida_2024-2026-corrected.pdf?sfvrsn=820e5968_1