13229 search results for DESIGN
TRIP_Application
, as appropriate. Attachment B: If yes, Environmental Study and/or Design plans . Attachment C, , etc.) Construction: Yes/No Design: FDOT Amount Describe how the project reflects the below, Study? Does this project have design plans available? Project Funding: If Federal funding, restrictions on availability. Each phase requested (i.e., design, right-of-way, construction) requires, : Environmental Study and/or Design Plans, if available . Attachment C: The planned project construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/nwflroads/trip_application.pdf?sfvrsn=7b79377d_1546-001IndReviewPkg
Documents/Offices Person Contacted Affected (Yes/No) Other Standard Plans No FDOT Design Manual, with the manufacturer's design as shown in the APL. See Notes 3 and 4 Added Note: 4. Total pre-installation height, design as shown in the APL. at Base at Base 5'-0" (Typ.) 1'-0" 2" 10" 2" Asphalt Rumble Strip, (APL) with the manufacturer's design as shown in the example only; profile may vary in accordance, RUMBLE STRIPS NOTES: design as shown in the APL. profile may vary in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/546-001indreviewpkg.pdf?sfvrsn=93df5bf2_119-13-Lopez-NoiseWalls
& Sebastian Ruiz FDOT District 6 2 Introduction Kevin Lopez Internal Design Roadway Project, Gardens Drive Design Variation required for the project: •Lane Width •10 ft Left Turn Lanes •Median, , appraisal and legal fees, cost to cure, etc. -Noise barriers not recommended for design, They require coordination between design, policy, public engagement, and right-of-way considerations, concerns. Each Project Is Unique —Be Prepared to Adapt There’s no one-size-fits-all solution. Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/19-13-lopez-noisewalls.pdf?sfvrsn=fb6b7511_119-13-Bull-SurvivingMajorProject
Value Engineer, Office of Design 2 What Is a Major Project? • A project that has received, Gardens Drive to Broward County Line PD&E on-going Design team on board Broward County Line FM, PD&E on-going Design funded in 2029 FM 414964-7 From US 1/Dixie Highway to South of NW 62 Street, 836/I-95/I-395 Project To be completed in 2027 Design Bid Build Project Design Build Project US-1 27 28
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/19-13-bull-survivingmajorproject.pdf?sfvrsn=5dfa8bd_1546-001FHWAReviewPkg
Documents/Offices Person Contacted Affected (Yes/No) Other Standard Plans No FDOT Design Manual, with the manufacturer's design as shown in the APL. See Notes 3 and 4 Added Note: 4. Total pre-installation height, design as shown in the APL. at Base at Base 5'-0" (Typ.) 1'-0" 2" 10" 2" Asphalt Rumble Strip, (APL) with the manufacturer's design as shown in the example only; profile may vary in accordance, RUMBLE STRIPS NOTES: design as shown in the APL. profile may vary in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/546-001fhwareviewpkg.pdf?sfvrsn=b6d0b69d_1548-020
: on the actual soil characteristics utilized at the site. 2. The Contractor will provide soil design parameters for backfill material based used in the design of the wall system. 1. See Wall Control, Structures Design Guidelines. materials are in accordance with Specification Section 548 and Chapter 3 reinforced soil volume, methods of construction and quality of prefabricated 1. Design is based on the assumption that the material contained within the DESIGN CRITERIA: ** Highly Reactive Pozzolans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/548-020.pdf?sfvrsn=591c62ce_1SPI-450-511
Standard Plans Instructions Topic No. 625-010-003 Index 450-511 Bearing Plates (Type 1) - Prestressed Florida-I & AASHTO Type II Beams FY 2026-27 1 Index 450-511 Bearing Plates (Type 1) - Prestressed Florida-I & AASHTO Type II Beams Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations This standard is intended, Type II Beams FY 2026-27 5 Example A design calls for FIBs with Type F Bearing Pads. The Grade
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-450-511.pdf?sfvrsn=210905aa_1Assignment Log 10.31.25
Design, TE- current expiration: 5/18/26 CAQ98 1 450890-1-62-08 Supplemental Agreement E. Bell Protean Design Group, Inc. S. McCall Medium 6/16/2025 6/20/2025 7/7/2025 NA 6/25/2025 6/26/25 RL NA 7/16/2025 4,996 $ 7/16/2025 7/17/2025 27 Add Post Design CAD74 3 Time Extension S. Dorminy Consor, Add Post Design CAA67 35 NA Assignment Agreement M. Santellano Atkins J. Lake Medium 7/1/2025, $ 8/7/2025 8/8/2025 30 Add Post Design H1198 5 NA Completion Agreement E. Black Jacobs Engineering
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/amendment-assignment-log---updated-daily/assignment-log-10-31-25.pdf?sfvrsn=a07b9acc_1Assignment Log 11.3.25
Design, TE- current expiration: 5/18/26 CAQ98 1 450890-1-62-08 Supplemental Agreement E. Bell Protean Design Group, Inc. S. McCall Medium 6/16/2025 6/20/2025 7/7/2025 NA 6/25/2025 6/26/25 RL NA 7/16/2025 4,996 $ 7/16/2025 7/17/2025 27 Add Post Design CAD74 3 Time Extension S. Dorminy Consor, Add Post Design CAA67 35 NA Assignment Agreement M. Santellano Atkins J. Lake Medium 7/1/2025, $ 8/7/2025 8/8/2025 30 Add Post Design H1198 5 NA Completion Agreement E. Black Jacobs Engineering
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/amendment-assignment-log---updated-daily/assignment-log-11-3-25.pdf?sfvrsn=8fe06390_1Assignment Log 11.4.25
Design, TE- current expiration: 5/18/26 CAQ98 1 450890-1-62-08 Supplemental Agreement E. Bell Protean Design Group, Inc. S. McCall Medium 6/16/2025 6/20/2025 7/7/2025 NA 6/25/2025 6/26/25 RL NA 7/16/2025 4,996 $ 7/16/2025 7/17/2025 27 Add Post Design CAD74 3 Time Extension S. Dorminy Consor, Add Post Design CAA67 35 NA Assignment Agreement M. Santellano Atkins J. Lake Medium 7/1/2025, $ 8/7/2025 8/8/2025 30 Add Post Design H1198 5 NA Completion Agreement E. Black Jacobs Engineering
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/amendment-assignment-log---updated-daily/assignment-log-11-4-25.pdf?sfvrsn=504a8dc4_1Assignment Log 11.6.25
6/25/20256/25/25 EB NA 7/15/2025 48,421 $ 7/16/20257/21/2025 31 FY26 Funds- add FPID for Post Design, TE- current expiration: 5/18/26 CAQ98 1 450890-1-62-08Supplemental Agreement E. Bell Protean Design, $ 7/16/20257/17/2025 27 Add Post Design CAD74 3 Time Extension S. Dorminy Consor Engineers, LLC R, EB8/14/2025 29,634 $ 8/21/20258/22/2025 56 Add Post Design CAA67 35 NA Assignment Agreement M, 5,059 $ 8/7/20258/8/2025 30 Add Post Design H1198 5 NA Completion Agreement E. Black Jacobs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/amendment-assignment-log---updated-daily/assignment-log-11-6-25.pdf?sfvrsn=b6ee31ec_1Assignment Log 11.7.25
6/25/20256/25/25 EB NA 7/15/2025 48,421 $ 7/16/20257/21/2025 31 FY26 Funds- add FPID for Post Design, TE- current expiration: 5/18/26 CAQ98 1 450890-1-62-08Supplemental Agreement E. Bell Protean Design, $ 7/16/20257/17/2025 27 Add Post Design CAD74 3 Time Extension S. Dorminy Consor Engineers, LLC R, EB8/14/2025 29,634 $ 8/21/20258/22/2025 56 Add Post Design CAA67 35 NA Assignment Agreement M, 5,059 $ 8/7/20258/8/2025 30 Add Post Design H1198 5 NA Completion Agreement E. Black Jacobs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/amendment-assignment-log---updated-daily/assignment-log-11-7-25.pdf?sfvrsn=80955083_1pde-type-i-ce
06-Mar-26 02-Apr-26 19 99822030 PH I (30%) DESIGN ERC REVIEW - PD&E ESTIMATE 20 06-Mar-26 02-Apr-26, %) ESTIMATE - PD&E UPDATE PH I (30%) CONSTRUCTION ERC REVIEW - PD&E ESTIMATE PH I (30%) DESIGN ERC, 20 04-May-26 29-May-26 64 1192210 PREPARE INITIAL CONCEPTUAL DESIGN PLANS 30 04-May-26 12-Jun-26 0 1092230 PREPARE POND SITING REPORT (PSR) /CONCEPTUAL DRAINAGE DESIGN REPORT (CDDR) 30 04-May-26, 10-Aug-26 04-Sep-26 155 99822060 PH II (60%) DESIGN ERC REVIEW - PD&E ESTIMATE 20 10-Aug-26 04-Sep-26 155
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/districts/d3/pde-type-i-ce.pdf?sfvrsn=39f298ee_1pde-seir-template
ESTIMATE 20 06-Mar-26 02-Apr-26 19 99822030 PH I (30%) DESIGN ERC REVIEW - PD&E ESTIMATE 20 06-Mar-26, (30%) ESTIMATE - PD&E UPDATE PH I (30%) CONSTRUCTION ERC REVIEW - PD&E ESTIMATE PH I (30%) DESIGN, GEOTECH REPORT 20 04-May-26 29-May-26 64 1192210 PREPARE INITIAL CONCEPTUAL DESIGN PLANS 30 04-May-26 12-Jun-26 0 1092230 PREPARE POND SITING REPORT (PSR) /CONCEPTUAL DRAINAGE DESIGN REPORT (CDDR) 30, 04-Sep-26 155 99822060 PH II (60%) DESIGN ERC REVIEW - PD&E ESTIMATE 20 10-Aug-26 04-Sep-26 155
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/districts/d3/pde-seir-template.pdf?sfvrsn=48e8a465_1Office Listing
| Training | Utilities Design The Office of Design develops policies, procedures, criteria, and standards for the design of Florida's roadways, bridges, and other structures. Divisions: Roadway Design | Structures Design | Specifications | CADD Office Emergency
https://www.fdot.gov/agencyresources/offices.shtmACEC-FL Liaison Meeting Minutes 2025-09-24
Department of Transportation District Design Engineer Judy Solaun-Gonzalez Florida Department, . iv) Suggested that FDOT consider relaxing certain design criteria, such as shoulder widths, PD&E and design phases. Industry-driven innovation strengthens the District’s ability to advance, out of PD&E are consistently costing significantly more once they reach final design, can be improved for design. iv) Next Steps: Continue coordination on CEI PM hour standardization
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd6/acec-fl-meeting-minutes/acec-fl-liaison-meeting-minutes-2025-09-24.pdf?sfvrsn=46cc1794_1521-005
schemes shown herein. Gantry sizes and supports may project-specific structural designs. See Sheet 12 for more information. Gantry designs are integral with the barriers, 10. PROJECT-SPECIFIC GANTRIES, excludes the project-specific steel reinforcing design required for 2. GLASS FIBER REINFORCED POLYMER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-005.pdf?sfvrsn=5cd83dba_1521-005
schemes shown herein. Gantry sizes and supports may project-specific structural designs. See Sheet 12 for more information. Gantry designs are integral with the barriers, 10. PROJECT-SPECIFIC GANTRIES, excludes the project-specific steel reinforcing design required for 2. GLASS FIBER REINFORCED POLYMER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-005.pdf?sfvrsn=535b76c4_1fdot-bdv29-977-58-rpt
to the concepts of operation (ConOps), functional requirements, design, testing, and evaluation, .................................................... 3 2.2 CONCEPT OF OPERATIONS AND DESIGN DOCUMENTS ................................. 4 2.2.1, .................................................................................... 57 4.5 TEST DESIGN OVERVIEW, .............................................................................................. 100 5.4 TEST DESIGN OVERVIEW, .............................................................................................. 168 8.4 TEST DESIGN OVERVIEW
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv29-977-58-rpt.pdf?sfvrsn=970f5e36_3Section11.3-042214_1-15WB
Filtering: A function of the receiver circuit in most modern UT and PAUT equipment designed to filter, or equivalent. This reflector may be placed in any design of calibration block, weld mock-up or actual, disposition. E. D1.5 only: For welds designated in the Contract Documents as being Fracture Critical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/materials-manual/section11-3-042214_1-15wb.pdf?sfvrsn=4a744716_1