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4570000.origind

Townsend 850‐414‐4303 olivia.townsend@dot.state.fl.us Date: S p e c i f i c a t i o n S e c tion: O r i, ,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : S P 4 5 7 0 0 0 0 I n t, with the Contract Documents. 457-2 Materials. 457-2.1 S t a y - I n - P l a c e F o r m s : U s e f o, of the form. SP4570000 457 Items 457-2.3 F i l l e r s : U s e p o r t l a n d c e ment grout fillers, corrosive to metals. Useflyashmeeting the requirements of Section 929, ASTM C618, Type F, except

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4570000.origind.pdf?sfvrsn=f9b2d81b_0

9600202.origind

Townsend 850‐414‐4303 olivia.townsend@dot.state.fl.us Date: S p e c i f i c a t i o n S e c tion: O r i, ,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 9 6 0 0 2 0 2 P o s t - T, t s s h a l l b e used to attach cap to anchorage. 6. C e r t i f i e d t e s t r e p o r t s d o c, . 960-2.4.2 P o l y o l e f i n : Conforms to both of the following: 1. C o n t a i n s a n t i o x, l y e t h y l e n e R e s i n : Conforms to all of the following: 1. M e e t s r e quirements o f

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9600202.origind.pdf?sfvrsn=16e99277_0

3340104.impl

l e l a y e r t h i c k n e s s e s f o r T y p e S P A s p h a l t C o n c r e t e mixtures, n g o f a d j a c e n t s h o u l d e r s ( l e s s t han or equal to 5 feet wide), the layer, production after any future QC failures. Address a n y material r e p r e s e n t e d b y a f a i l i n g t e s t r e s u l t , a s d e f i n e d a b o v e i n t h i s s u b a r t i c l e , i n a c c o r d, be reheated to within plus or minus 20°F of the roadway compaction temperature using a microwave oven

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/3340104.impl.pdf?sfvrsn=15c16361_0

SS9010000

f t a n d f r i a b l e p a r t i c l e s ( A A S H T O T 1 1 2, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . 5 0 F r e e s h e, e N o . 2 0 0 s i e v e ( F M 1 - T 0 1 1 ) A t S o u r c e, 19) . . . . . . . . . . . . . . . . . . 3 3 - 5 5 l b / f t 3 * L o s A n g e l e s A b r a s i o n ( F M 1 - T 0 9 6 ) ........... maximum 35% Ferric Oxide (ASTM C 641

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9010000.pdf?sfvrsn=a66750b2_0

20-08-Young-HumanFactorsInEngineering

– Guidance – Navigation Steps to Successful Ta s k Performance 12 I n f o r m a t i o, , installation, maintenance, and administration. Tr a f fic Control Devices - Uniformity 29 30, 2018 2019 2020 2021 2022 2023 2024 SI F 35 36 6/30/2025 19 Paradigm Shift Egregious Fringe 37, 45 50 55 60 65 70 75 P e r c e n t o f D r i v e r s Speed Overall Speed Reduction, 40 45 50 55 60 65 70 75 P e r c e n t o f D r i v e r s Speed Overall Speed

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/20-08-young-humanfactorsinengineering.pdf?sfvrsn=df749cc7_1

425-040

INDEX Eyebolt P r e d o m i n a n t F l o w ( s ) 4'-3" C-I-P 6" Precast (Typ, : REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX C C D D E F F E 7 " " 2 1 2'-1, " 2 1 4 8" 8" " 2 1 1 4'-3" 7 " SECTION F-F ISOMETRIC VIEW ISOMETRIC VIEW G u t t e, SLAB SIZE: 6'-0" SCHEDULE In.²/ft. (WIRE FABRIC) 65 KSI & 70 KSI GRADE 60 (BAR) OR A B G F E

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521-422

Varies M a x . . 0 2 F t / F t 6 " M i n . E m b e d m e n t i n t o, 8" ± Slope Varies M a x . . 0 2 F t / F t 2" Coping 6 " M i n . E m b e d m, ° 9" 11" " 4 3 4 ' - 6 " 2 1 5 V a r i e s ( F i e l d c u t t o 1 ' - 2 " 1 ' - 2 " V a r i e s ( F i e l d c u t t o 7" 11" " 4 3 4

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-422.pdf?sfvrsn=6e5c4d9_1

Final Estimates CA_2025

r i f y Quantities are Reasonable • Remember it’s an Estimate not an Invoice • Ve r i f y, though Designer quantity. Record final quantity in F row Final quantity should be recorded in F row, ? F i n a l E s t i m a t e D o c u m e n t a t i o n POLL QUESTION Do yo, in the future. • Pass to the Comptroller for final pay m e n t I F all claims have been settled

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/final-estimates-ca_2025.pdf?sfvrsn=3ff37671_1

SPI-521-001

gutter lines. 4. Existing F-Shape Barrier or Traffic Railing: Connect to F-Shape sections using the Median Barrier or Shoulder Barrier’s Connection to F-Shape details as shown in Index 521-001 . Between the new Single-Slope section and existing F-Shape section, provide longitudinal space, & Gutter Barrier connections to F-Shape sections require project- specific concrete transition details. F. Variable Section Width Segments: For shielding vehicles from specific roadside features

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-001.pdf?sfvrsn=aadaf7bc_1

DesignBuildSpecificationsjan05

of materials and labor to be furnished under the Contract. A. S t a n d a r d S p e c i f i c a t i ons, or prevent the prompt completion of the proposed work. (f

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/design-build/designbuildspecificationsjan05.pdf?sfvrsn=9d0e17de_0

1-07DesignBuildBoilerplate.newA

a n d a r d S p e c i f i c a t i ons: “ S t a n dard Specifications for Road and Bridge, of the Department, could hinder or prevent the prompt completion of the proposed work. (f

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/design-build/1-07designbuildboilerplate.newa.pdf?sfvrsn=9e7268ea_0

DesignBuildSpecificationsjul05

of materials and labor to be furnished under the Contract. A. S t a n d a r d S p e c i f i c a t i ons, completion of the proposed work. (f)Failuretopayorsatisfactorilysettleallbillsdueforlaborandmaterial

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/july-2005/design-build/designbuildspecificationsjul05.pdf?sfvrsn=2c955363_0

4550103DB.FHWA

Re: StateSpecifications Office Section 455 Proposed S p e c i f i c a t i o n : 4 5 5 0 1 0 3 D B S t r u c t u r e s F o u n d a t i o n s D e a r M r . Nguyen: We are submitting, for your, to this specification change, please call me at 414-4130. Sincerely, S i g n a t u r e o n f i l e D a n i e l S c h e e r , P . E . S t a t e S p e c i f i c a t i o ns E n g i n e e r D S / d t A t t a c, -accepted. Includeinthe DSIP the following details: 1. N ame a n d e x p e r i e n c e r e c o r d o f d

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4550103db.fhwa.pdf?sfvrsn=a0974cb0_0

44787815201-Drainage Tech Memo

are 12051C0039D and 12051C0043D, with an effective date of 07/06/2015. Please refer to Appendix B for the F, s a h a t c h e e R i v e r F o r r e y D r E d i s o n A v e E l m, c h e e R i v e r F o r r e y D r E d i s o n A v e E l m S t, / 2 0 2 5 Z : \ P r o j e c t s \ F D O T \ 4 4 7 8 7 8 1 5 2 0 1, FLORIDA TRANSPORTATION ENGINEERING, INC. 92368 LICENSE NUMBER: KRIS KARANXHA, P.E. T H E O F F I

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44787815201-drainage-tech-memo.pdf?sfvrsn=fc7c66df_1

2019 Mitigation Payment Handbook

for Mitigation Credits ............................ 24 Appendix F – Gopher Tortoise Permit Type, Duration, . See Appendix F for the current FWC Mitigation Contribution fees. To process this mitigation fee, the requirements of 33 U.S.C. s. 1344 and 33 C.F.R. part 332. (f) For purposes of preparing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/2019-mitigation-payment-handbook_c43faceb-acd0-49d8-8f0b-b08d8ecb0cb8.pdf?sfvrsn=d7d1d469_2

FGB Sub-Committee Meetings - December 2025 - Chapter 4

A F T This is a working document that has not been adopted. Chapter 4 Roadside Safety Design, not been adopted. D R A F T Florida Greenbook – 17th Edition Roadside Safety Design | 4–2 4.5.3, This is a working document that has not been adopted. D R A F T Florida Greenbook – 17th Edition Roadside, roadside This is a working document that has not been adopted. D R A F T Florida Greenbook – 17th, that has not been adopted. D R A F T Florida Greenbook – 17th Edition Roadside Safety Design | 4–5

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/2026/fgb-sub-committee-meetings---december-2025---chapter-4.pdf?sfvrsn=1fc5e7fa_1

FGB Sub-Committee Meetings - October 2025 - Chapter 4

for those wanting to learn more about roadside design and safety. D R A F T This is a working, ......................... 4–30 This is a working document that has not been adopted. D R A F T, adopted. D R A F T Florida Greenbook – 17th Edition Roadside Safety Design | 4–3 4 Roadside, that has not been adopted. D R A F T Florida Greenbook – 17th Edition Roadside Safety Design, A F T Florida Greenbook – 17th Edition Roadside Safety Design | 4–5 4.2 Keeping Vehicles

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/2026/fgb-sub-committee-meetings---october-2025---chapter-4.pdf?sfvrsn=e8343294_1

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