Search

44893815201-LaneClosureAnalysisSB

DATE: FINANCIAL PROJECT ID: FEDERALAIDPROJECTNO: COUNTY: DESIGNER: NO.OFEXISTINGLANES: 4 LOCATION: SCOPE OF WORK: Calculate the peak hour traffic volume (V): V = ATC 11753 X P/D 0.072 X D 1.00 X PSCF 0.94 X RTF 1.00 = 794 LANE CLOSURE CAPACITY TABLE Capacity (C) of an Existing 2-Lane – Converted to 2-Way, 1-Lane = 1400 VPH Capacity (C) of an Existing 4-Lane – Converted to 1-Way, 1-Lane = 1800 VPH Capacity (C) of an Existing 6-Lane – Converted to 1-Way, 2-Lane = 3600 VPH Capacity

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-laneclosureanalysissb.pdf?sfvrsn=6396feae_1

SP5800000FA-122comm

Palms) and the designer should know this in advance and they should specify the correct plants

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/sp5800000fa-122comm.pdf?sfvrsn=4342b423_2

5460000.resp

revision to tell the designer to include short-term raised rumble strips in the TTC plans. Location

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/5460000.resp.pdf?sfvrsn=ea3edf3d_0

1020921.comm

: Will the designer need to include placement of the temporary signals in all plans for 2-way,2-lane MOT

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/1020921.comm.pdf?sfvrsn=4c045128_0

1630000.resp

1630000 LANDSCAPE SOIL LAYER COMMENTS FROM INTERNAL/INDUSTRY REVIEW Jason Russell Comments: (Internal, 5-25-17) Response: Yes, the intent is to provide soil meeting the requirements of 987-2.4. This can be done three ways. Confirm that existing soil meets the requirement. Amend the existing soil. Replace the existing soil. The designer is to show on the plans where existing soil needs to be amended or replaced. No change made

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/1630000.resp.pdf?sfvrsn=17ed198a_0

4600804.resp

is the designer’s responsibility to include the correct pay item. (Basis of Estimates Manual states

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/4600804.resp.pdf?sfvrsn=b63312e5_0

Environmental & Drainage

INDEX A-Z Search Environmental & Drainage Topics Laser Profiling Calibration Criteria Pipe Repair Matrix (*.pdf, 777 KB) State of Florida Erosion & Sediment Control Designer & Reviewer Manual Stormwater Pollution Prevention Plans for Construction Activities SWPP and E&SC Plans Resources NPDES CGP SWPPP Template for FDOT

https://www.fdot.gov/construction/engineers/environment/environment.shtm

QuintonTillman-RandyRoberts-FDOT-C3DGeometry

Geometric Design in Civil 3D 2015 Quinton Tillman P. E . / Randy Roberts Florida Department, on Geometric Design of Highways and Streets” - AASHTO Green Book  The most current/latest version, subassemblies developed specific for FDOT roadway modeling Design Standards. State of Florida Design, Design Standards  PPM , Other 4 Geometric Design in Civil 3D Agency Standards FDOT2015.C3D State Kit C:\FDOT2015.C3D\Data\Corridor Design Standards • FDOTGreenbook-2007.xml

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/quintontillman-randyroberts-fdot-c3dgeometry.pdf?sfvrsn=c7991db0_2

2026FDM220RR

Topic #625-000-002 FDOT Design Manual January 1, 2026 220 - Railroads 1 220 Railroads 220.1, ) Norfolk Southern Corporation Topic #625-000-002 FDOT Design Manual January 1, 2026 220, crossings. Design considerations are discussed in the Florida Greenbook and the AASHTO Green Book, (General). Field Code Changed Topic #625-000-002 FDOT Design Manual January 1, 2026 220, #625-000-002 FDOT Design Manual January 1, 2026 220 - Railroads 4 Railroad companies often impose

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm220rr.pdf?sfvrsn=36ef25e4_16

SPM0090201MSTP-724-i19185

the Department designates the pay quantity for an item to be a lump sum and the plans show an estimated

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/maintenance/finalized/spm0090201mstp-724-i19185.pdf?sfvrsn=1050f4ac_1

SPM0090201M-724-i19184

the Department designates the pay quantity for an item to be a lump sum and the plans show an estimated

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/maintenance/finalized/spm0090201m-724-i19184.pdf?sfvrsn=b1215e71_1

SPM0090201M-725-i19863

the Department designates the pay quantity for an item to be a lump sum and the plans show an estimated

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/finalized/spm0090201m-725-i19863.pdf?sfvrsn=63686f1a_1

SPM0090201MSTP-725-i19864

the Department designates the pay quantity for an item to be a lump sum and the plans show an estimated

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/finalized/spm0090201mstp-725-i19864.pdf?sfvrsn=11039977_1

SPM0090201M-723-i18561

the Department designates the pay quantity for an item to be a lump sum and the plans show an estimated quantity

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/maintenance/finalized/spm0090201m-723-i18561.pdf?sfvrsn=27176635_2

SPM0090201MSTP-723-i18562

the Department designates the pay quantity for an item to be a lump sum and the plans show an estimated

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/maintenance/finalized/spm0090201mstp-723-i18562.pdf?sfvrsn=d452fc7f_2