1785 search results for fdm

E3W23Addendum011

techniques for bridge structures as discussed in Part 1, Chapter 121 of the FDOT Design Manual (FDM, if they are discussed with the Department and approved in accordance with Part 1, Chapter 121 of the FDM

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/design-build/e3w23/e3w23addendum011.pdf?sfvrsn=dd94df8_1

E1W47RFP

(FDM). The Design-Build Firm may submit a Technical Proposal that includes innovative concepts if they are discussed with the Department and approved in accordance with Part 1, Chapter 121 of the FDM

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w47/e1w47rfp.pdf?sfvrsn=fd0af1fb_9

E1W47Addendum010

in Part 1, Chapter 121 of the FDOT Design Manual (FDM). The Design-Build Firm may submit, in accordance with Part 1, Chapter 121 of the FDM using the Alternative Technical Concept (ATC

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w47/e1w47addendum010.pdf?sfvrsn=fbed3cdb_1

2019FDM305DrngMap

'. For additional information see FDM 311 . Show horizontal alignment station equations and exceptions. Also

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2019/2019fdm305drngmap.pdf?sfvrsn=88f837e2_4

2024FDM124QC

Control Plan requirements outlined in FDM 124 by submitting a declaration email to the Department PM

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm124qc.pdf?sfvrsn=4aca2fe7_1

Fiber Reinforced Polymer Reinforcing

the approval process in FDOT Design Manual (FDM), Chapter 115. Standard Plans for 12, 14, 18, 24 and 30

https://www.fdot.gov/structures/innovation/frp.shtm

SPI-450-502

for Beveled Plate dimensions 'W', 'X', 'Y' & 'Z' rounded to 1/16th of an inch. See FDM 115 for more

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-450-502.pdf?sfvrsn=838ffcea_1

2024FDM124QC

Control Plan requirements outlined in FDM 124 by submitting a declaration email to the Department PM

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm124qc.pdf?sfvrsn=9fdeae0e_1

Chapter10

risk of flooding travel lanes. 10.4 DETOURS The term “detour” is defined in FDM 240. Detours may

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide/chapter10.pdf?sfvrsn=b59fcf77_5

SPI-450-502e

for Beveled Plate dimensions 'W', 'X', 'Y' & 'Z' rounded to 1/16th of an inch. See FDM 115 for more

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-450-502e.pdf?sfvrsn=f8c2ede0_1

E1W47Addendum002

of the FDOT Design Manual (FDM). The Design-Build Firm may submit a Technical Proposal that includes, , Chapter 121 of the FDM using the Alternative Technical Concept (ATC) process. The Design-Build

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w47/e1w47addendum002.pdf?sfvrsn=bd70d108_1
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