13229 search results for DESIGN
D7090000.do
above the pavement surface as designated on the Qualified Products List for the particular product
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d7090000.do5c85abb5ec9a47269f32049f5788a7b7.pdf?sfvrsn=ff283441_0D7090000.do
above the pavement surface as designated on the Qualified Products List for the particular product
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d7090000.do.pdf?sfvrsn=4380a95d_02000006SS
accredited laboratory designated by the State Materials Office will perform Resolution testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/2000006ss.pdf?sfvrsn=250c883b_03000000.impl
methods. Heat the bituminous material to a suitable temperature as designated by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/3000000.impl.pdf?sfvrsn=390aa1b7_0SS1200102
approval by the Engineer, consider the substitute areas as designated borrow areas. When furnishing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss1200102.pdf?sfvrsn=e9ec89db_00071100.impl
of the Department) or specifically designated in the plans as haul roads from Department-furnished
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/0071100.impl.pdf?sfvrsn=3016013d_0DEV709TRCPM (5-20-19)
for skip and dotted lines. The gross mile measurement will not include designated unmarked lengths
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev709trcpm-(5-20-19).pdf?sfvrsn=37a17d76_1RCA Bike Ped - Crash Facts Infosheet Statewide v18
crashes occur on roadways with transit routes. to 35 40 to Census Designated Factors
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/11a-safetyengineering/crash-data/rca-bike-ped---crash-facts-infosheet-statewide-v18.pdf?sfvrsn=e147beba_1FDOT Procurement Resource Guides 2025
Procurement Clearinghouse available to FTA grantees designated access through the Transit Award
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/procurement/fdot-procurement-resource-guides-2025.pdf?sfvrsn=2fbf4a43_1Assignment Log 12.5.25
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, 8/14/2025 29,634 $ 8/21/2025 8/22/2025 56 Add Post Design CAA67 35 NA Assignment Agreement M, 7/15/25 RL 8/5/2025 5,059 $ 8/7/2025 8/8/2025 30 Add Post Design H1198 5 NA Completion Agreement E
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/amendment-assignment-log---updated-daily/assignment-log-12-5-25.pdf?sfvrsn=6466127b_14130000SS
beyond the designated area of application. Plug any drain holes or openings within the work area, of Measurement. Prestressed,precast items designated in the plans to be sealed with penetrant, and applying the material required to satisfactorily clean and seal cracks and designated surface areas
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4130000ss249291da8b034b1ea7221019e7b51b47.pdf?sfvrsn=a62dc454_04130000.impl
a dequate containment to prevent the sealer material from flowing beyond the designated area, designated in the Plans to be sealed with penetrant sealer, will not be measured for separate payment, and applying the material required to satisfactorily clean and seal cracks and designated surface areas
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/4130000.impl.pdf?sfvrsn=4ad26a00_00071100.FHWA
the jurisdiction of the Department) or specifically designated in the plans as haul roads from Department, pavement or roadbed, at locations designated by the Engineer. If the Department determines that damage, under the jurisdiction of the Department) or specifically designated in the plans as haul roads
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/0071100.fhwa.pdf?sfvrsn=2db20b6f_0453559-1_ESAL
% 24 Hour T = 14.7% Design Hour T = 7.4% 2022 AADT = 109,500 Functional Class = Urban Prin Art Int, been rounded to the nearest 100 Opening to Mid-Year 14.70% Mid-Year to Design-Year 14.70% (selected, 93/I-75 (MP: 22.584 - 23.836) PROJECT TRAFFIC FOR PD&E and DESIGN ANALYSIS INFO / FACTORS T24 values (50% or 100%) DESIGN INFORMATION Existing Year Opening Year Mid-Design Year Lanes in One, (ESAL's) to be used for pavement design on this project. I hereby attest that these have been developed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25121/453559-1_esal.pdf?sfvrsn=b24baa_1Acronyms_073124_clean
Collector-Distributor Road CAA Clean Air Act CADD Computer Aided Drafting and Design CAP Community, CZMP Coastal Zone Management Program D Factor Directional Distribution dB Decibels DB Design Build dBA Decibels (A-Weighting) DBF Design-Build Firm DC Direct Current DCIC District Contamination Impact Coordinator DDHV Directional Design Hourly Volume DDIR Detailed Damage Inspection Report, Department of Economic Opportunity DHT Design Hour Truck Factor DHV Design Hour Volume DIRC District
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/pdeman/2024/acronyms_073124_clean.pdf?sfvrsn=d9c09eed_12018-MPOAC-CS-Best-Practices-Summary-Report
Performance of Implemented Projects 5. Creating Design Guidelines 6. Prioritizing Projects, Design Guidelines The following best practices were selected for inclusion in this report on October 12, 2018. Best Practices in Design Guidelines Broward MPO Developed Complete Streets Design, Design Guidelines through a CDC Grant and local partnerships, including the Florida Department, and Chairman of Neat Streets Miami Commissioner. The Design Guidelines provide guidance consistent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac/uploads/filebase/research_documents/2018-mpoac-cs-best-practices-summary-report_45effa18-a51d-4960-bdf3-2f7eb9e26d0a.pdf?sfvrsn=ff89798f_2452826-1_ESAL
calculated from traffic counts provided by FDOT. K = 9.0% D = 53.1% 24 Hour T = 5.7% Design, % Mid-Year to Design-Year 5.70% (selected with an X) FLEXIBLE PAVEMENT RIGID PAVEMENT SN = 5/THICK, Coordinator LOCATION DESCRIPTION: SR 865 (MP: 2.997 - 3.122) PROJECT TRAFFIC FOR PD&E and DESIGN ANALYSIS INFO / FACTORS T24 values (50% or 100%) DESIGN INFORMATION Existing Year Opening Year Mid-Design Year Lanes in One Direction (select one) Compounded Growth Rate Linear Growth Rate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26112/452826-1_esal.pdf?sfvrsn=62e36f87_12000502-724origind
FDOT Design Manual ConstructionProject Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Synopsis: Summarize the changes, .) Maintenance Specs Will this revision necessitate any of the following: Design Bulletin Construction (DCE, to ensure the cross slope is uniform and in compliance with the design cross slope. When the difference between the measured cross slope and the design cross slope exceeds ±0.2% for travel lanes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/2000502-724origindaa9c4a5a-1f11-4631-bfb5-e82799a16fdb.pdf?sfvrsn=858a3f3c_12000502-724origind
FDOT Design Manual ConstructionProject Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Synopsis: Summarize the changes, .) Maintenance Specs Will this revision necessitate any of the following: Design Bulletin Construction (DCE, to ensure the cross slope is uniform and in compliance with the design cross slope. When the difference between the measured cross slope and the design cross slope exceeds ±0.2% for travel lanes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/2000502-724origind.pdf?sfvrsn=28394e6e_1Pipe Repair Matrix_Clean
assurances that the installed pipe will meet the design service life and function as intended. Once, Design Standards 3. Pressure injection of an acceptable flexible chemical grout 4. Pipe lining, . Concrete collars in accordance with Index 430-001 of the Department's Design Standards 3. Split Band, in accordance with Index 430-001 of the Department's Design Standards 3. Split Band Coupler 4, . Mastic Banding 2. Concrete collars in accordance with Index 430-001 of the Department's Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/engineers/environmental/pipe-repair-matrix_clean.pdf?sfvrsn=e8e78208_4