13230 search results for DESIGN

Franklin County Summary G1 27-31

449761-2 $300,000 449761-3 - APALACHICOLA REGIONAL AIRPORT DESIGN & CONSTRUCT HANGAR DEVELOPMENT Type, DEVELOPMENT-DESIGN & CONSTRUCT Type of Work: AVIATION REVENUE/OPERATIONAL Phase Funding Source, - APALACHICOLA REGIONAL-CLEVE RANDOLPH FIELD DESIGN & CONSTRUCT RW REHAB Type of Work: AVIATION, for Project 449906-1 $1,500,000 449912-1 - CARRABELLE-THOMPSON APT ENVIRONMENTAL, DESIGN & CONST OF RW

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d3_documents/franklin-county-summary-g1-27-31.pdf?sfvrsn=db64a6cd_1

240-QAQC

followed, and (2) review quality of project deliverables. For design projects, specific QA/QC requirements are specified in Chapters 124 & 125 of the FDOT Design Manual. The FDOT PM should meet, represent all technical areas included on the project. Technical skill areas may include highway design, than design which are performed by professional services consultants, QA/QC requirements

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/pmresources/240-qaqc.pdf?sfvrsn=5d0ae7fa_1

Stormwater Program

to water management analysis, design, and permitting for airport airside projects. The 2013 revision, can often be obtained by referencing alternative or flexible design criteria in Applicant’s Handbook, , provides updated guidance based on additional study of the tested pond, which can also be used for design, relevant FAA Pond design and performance information are: Program Summary of the FAA Pond Post

https://www.fdot.gov/aviation/stormwater.shtm

Exhibit 213-2

 ¡ APPROACH ROADWAY ROUNDABOUT HIGH SPEED APPROACH DETAILS 200' LOW-SPEED ROADWAY TRANSITIONAL ROADWAY SUPERELEVATION = N.C. HIGH-SPEED ROADWAY TYPE F CURB AND GUTTER TYPE F CURB AND GUTTER TYPE RA CURB EXIT CURVE EXTEND NOSE BEYOND DETAIL A DETAIL B R 65' MIN. FACE TO FACE OF CURBS * 15' MINIMUM CLEARANCE TYPE D CURB 15' MIN.* DESIGN SPEED APPROACH ROADWAY ö 65 MPH 60 MPH 55 MPH 50 MPH RADIUS (TYP.) AR1 2200' 1800' 1400' 1100' 1100' 950' 800' 600' AR2 TYPE

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-213-2.pdf?sfvrsn=eba79ef3_3

Errors and Omissions

Search Errors and Omissions The Department’s Procedure Number 375-020-010 (updated May 2025) prescribes the process to identify and investigate Errors and Omissions by Design consultants and CEI consultants. A companion Errors & Omissions Guidelines and Forms document (Redline Dated 4/14/2025) contains additional details to assist with using

https://www.fdot.gov/fpo/pm/errors-and-omissions/errors-and-omissions

FUEL_FACTORS_SPECYR07_Nov2025

AGGREGATE, 6" MAXIMUM LIFTS) SY 000.000000 001.239256 0285765 COMPOSITE BASE, SPECIAL DESIGN, 8, 000.000000 000.855198 0285772 DRAINABLE GRANULAR LAYER (#57 STONE), SPECIAL DESIGN, 12"; PROJECT 429193-1 SY 000.000000 000.645762 0285773 DRAINABLE GRANULAR LAYER (#57 STONE), SPECIAL DESIGN, 6"; PROJECT 430444-1 SY 000.000000 000.345735 0285774 COMPOSITE BASE, SPECIAL DESIGN, 6.5" OF B-12 & 6

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/fuel-and-bit/forms/fuel_factors_specyr07_nov2025.pdf?sfvrsn=8dbb8306_1

LP Projects Search Tool

include planning, design, construction, CEI, etc. Note: LP Project information provided here is subject

https://www.fdot.gov/programmanagement/lap/upcomingprojects/lappst.shtm

FUEL_FACTORS_SPECYR07_Dec2025

AGGREGATE, 6" MAXIMUM LIFTS) SY 000.000000 001.239256 0285765 COMPOSITE BASE, SPECIAL DESIGN, 8, 000.000000 000.855198 0285772 DRAINABLE GRANULAR LAYER (#57 STONE), SPECIAL DESIGN, 12"; PROJECT 429193-1 SY 000.000000 000.645762 0285773 DRAINABLE GRANULAR LAYER (#57 STONE), SPECIAL DESIGN, 6"; PROJECT 430444-1 SY 000.000000 000.345735 0285774 COMPOSITE BASE, SPECIAL DESIGN, 6.5" OF B-12 & 6

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/fuel-and-bit/forms/fuel_factors_specyr07_dec2025.pdf?sfvrsn=422074de_1

Safety Analysis Methods

alternative analysis and development/design, including: Use of national safety, conditions Associated crash modification factors (CMFs) to estimate the potential effects of design, The following training modules are made available from the FDOT Design Office. HSM Webinar 1, (AASHTO) HSM Tools (AASHTO) HSM Data Needs Guide (TRB) Interactive Highway Safety Design Model (IHSDM

https://www.fdot.gov/Safety/safetyengineering/safetyanalysismethods.shtm

District Six Contracts Office

Results Online Ordering New Bidders Orientation Design Build More... District Six

https://www.fdot.gov/contracts/district-offices/d6/default.shtm

BroomDenise-FDOTLinkedDataManagerForMicroStation

functions • How to use to increase productivity and efficiency within the design workflow • How, ? • A tool developed for FDOT to link data files to MicroStation design files • Uses *.txt, *.xls, displayed in the MicroStation design file and the maximum Height of the table drawn in the MicroStation design file, in master units (feet) . If the table is wider than the value of the Width

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/broomdenise-fdotlinkeddatamanagerformicrostation.pdf?sfvrsn=dc62775e_2
20 of 13230 results