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FMPP January 2024 Meeting Summary_final

to avoid penalty. o The District confirms in the Florida Accounting Information Resource (FLAIR

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/metrosupport/fmpp/2024_1-january/fmpp-january-2024-meeting-summary_final.pdf?sfvrsn=217f6424_1

458-100

Construction Line Slope Break Line or Shop Splice of Edge Rail) 4" (Trim flange 5 " (Typ.) 120

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/458-100.pdf?sfvrsn=f3e459b6_1

Welded Splices (LRFD 6.13.6.2) E. Keep the flange plates of adjacent girders the same thickness where, on girder moments, shears, deflections, flange lateral bending, and cross-frame forces. NCHRP Report, , Case 1 and 2 requires an LGA with specific analysis criteria including flange lateral bending, of Analysis (RMA) to determine fatigue stress ranges, bearing reactions, flange lateral bending stresses

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/bulletins/2024/sdb-24-01.pdf?sfvrsn=e04a3368_1

458-100

Construction Line Slope Break Line or Shop Splice of Edge Rail) 4" (Trim flange 5 " (Typ.) 120

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/458-100.pdf?sfvrsn=5565663e_1

4000507.impl

utilizing structural steel supporting components, paint the vertical sides of the top flange prior

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/4000507.impl.pdf?sfvrsn=b060a96b_0

0060400.origind

reference point on the component, such as beam end or edge of flange. 3. Proposed approach

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/0060400.origind.pdf?sfvrsn=59a18ba8_0

5360000.FHWA

the spaces between the web plate and flange plates. 5360000.D01 All Jobs 4. G a l v a n i z e

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/5360000.fhwa.pdf?sfvrsn=876957e1_0

5360000.origind

. 3.Aftercuttingsteelposts to length, place a weld to seal the spaces between the web plate and flange plates. 5360000

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/5360000.origind.pdf?sfvrsn=a312f1b4_0

4500201Admin.impl

termination point to a fixed reference point on the component, such as beam end or edge of flange

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/4500201admin.impl.pdf?sfvrsn=1da67071_0

4600000.resp

, and at a flange splice there is no compression area. Suggested revision to next-to- last paragraph: “Low

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/4600000.resp.pdf?sfvrsn=99e9d1bc_0

5360000.FHWA

between the web plate and flange plates. (4) G a l v a n i z e a s s p e c i f i e d a b o v e a f t e r

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/5360000.fhwa.pdf?sfvrsn=b9ba6032_0

5360000.origind

plate and flange plates. (4) Galvanize as specified above after completing all drilling and welding

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/5360000.origind.pdf?sfvrsn=6374a35d_0

458-100

Slope Break Line or Shop Splice of Edge Rail) 4" (Trim flange 5 " (Typ.) 120° Assembly

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/458-100.pdf?sfvrsn=bb664705_1

LanguageAssistanceStrategyGuidance

Census Bureau. Sociocultural Data Report (SDR), Environmental Screening Tool (fla-etat.org/est, Communities Survey, U.S. Census Bureau. Sociocultural Data Report (SDR), Environmental Screening Tool (fla

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/public-engagement-resource-guide/languageassistancestrategyguidance.pdf?sfvrsn=dc56886_2

SpecsHandbk

by __________________ on the date adjacent to the seal. The signature must be verified on any electronic copies. Fla, Department of Transportation. Prepared by: Fla. License No.: Firm Name: Firm Address: City

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/guidance/specshandbk-6-18-25.pdf?sfvrsn=f3d82b0d_3

Section113-042214

examinations such as for transverse flaw detection, scanning shall be a minimum of 6dB over, under the provisions of Class B or C, the flaw shall be considered a single acceptable indication. 3

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section113-042214.pdf?sfvrsn=13116df_1