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SS6490000
such alternatives are described as an option in the contract plans. 649-6.2 P r e p a r a t i o n : F l u s h t h e t o p o f t h e f o u n d a t i o n w i t h c l e a n w a t e r t o r e move any dirt, for a complete and acceptable installation. 649-9.3 F u r n i s h : T h e C o n t r a c t u n i t p r i c e e a c h f o r s t r a i n p oles, mast arm and monotube assemblies, furnished, will include all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss6490000.pdf?sfvrsn=68c872be_0SS5700000
570 PERFORMANCE T U R F . (REV9-11-06)(FA9-13-06)(1-07) SECTION570(Pages664-667)isdeletedandthefollowingsubstituted: SECTION570 PERFORMANCE TURF 570-1 Description. Establishagrowing, , as may be necessary. Establishedturfisdefinedasfollows: Established r o o t s y s t e m ( l e a f b l a d e s b r e a k b e f o r e s e e d l i n g s o r s o d c a n b e p u l l e d f r o m the soil, of the Contract. b. D e t e r mination t h a t t he d e f i c i e n c y w a s t h e r e s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss5700000.pdf?sfvrsn=604d0dff_0SP7430000
: T h e a p p r o v a l p r o c e s s f o r e q u i p ment or material used on a traffic, (minimum) in accordance with FHWA’s Scheme “F”. (e)Ensurethatallprograms and operating parameters, e r a t e s a s s p e c i f i e d w h e n t h e t e mperature and humidity ambients inside, necessary for a complete and accepted installation. 743-9.3 F u r n i s h : T h e C o n t r a c t u, and/or components as specified in the Contract Documents. 743-9.5 M o d i f y : T h e C o n t r a c t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp7430000.pdf?sfvrsn=2dd6b45b_0SP7430000
: T h e a p p r o v a l p r o c e s s f o r e q u i p ment or material used on a traffic, (minimum) in accordance with FHWA’s Scheme “F”. (e)Ensurethatallprograms and operating parameters, e r a t e s a s s p e c i f i e d w h e n t h e t e mperature and humidity ambients inside, necessary for a complete and accepted installation. 743-9.3 F u r n i s h : T h e C o n t r a c t u, and/or components as specified in the Contract Documents. 743-9.5 M o d i f y : T h e C o n t r a c t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp7430000.pdf?sfvrsn=cf11fe8e_05210000.origind
,StateSpecificationsEngineer SUBJECT: Proposed S p e c i f i c a t i o n : 5 2 1 0 0 0 0 C o n c r e t e B a r r i e r s , T r a f f i c R a i l i n g B a r r i e r s a n d P a r a p e t s, t i o n 3 4 6 R e i n f o r c i n g S t e e l, a r r i e r D e l i n e a t o r s R e f l e c t o r Elements* (1) Section s 705 and 993 * Use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/5210000.origind.pdf?sfvrsn=749d7831_09940000.impl
e c t i o n s p e c i f i e s t h e r e q u i r e ments for retroreflective and nonreflective, to Appendix to Part 655, Subpart F. All sign sheeting systems consisting of inks and/or overlays, . 994-2.3.2 R e t r o r e f l e c t i v e I n t e n s i t y : T h e r e t r o r e f l e c t i v i t y o f
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/9940000.impl.pdf?sfvrsn=ee133d8f_09930000.impl
for Field Evaluation of Flexible Surface Mounted Delineator Posts. A temperature of 65°F or greater may, ). The NTPEP requirement of one-half of the hits at 32 F is waived. All hits may be at 65 F, of one-half of the hits at 32°F is waived. All hits shall be at 65°F or greater. NTPEP data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/9930000.impl.pdf?sfvrsn=ae94220a_09930000.origind
of Flexible Surface Mounted Delineator Posts. A temperature of 65°F or greater may be used in lieu, of the hits at 32 F is waived. All hits may be at 65 F or greater. NTPEP data or independent test lab, Product Evaluation Program (NTPEP). The NTPEP requirement of one-half of the hits at 32°F is waived. All hits shall be at 65°F or greater. NTPEP data or independent test lab data shall be submitted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/9930000.origind.pdf?sfvrsn=8f2e491d_05340000.origind
: Proposed S p e c i f i c a t i o n : 5 3 4 0 0 0 0 C o n c r e t e S o u n d B a r r i e r s, i n f o r c i n g S t e e l ................................................Section 415 534-3, -standardPostCapDetails 11. L i f t i n g d e v i c e s 5 3 4 - 5 C o n s t r u c t i o n M e t h o d s, o n f r o m s p e c i f i e d e l e v a t i o n p l u s o r minus 1/4 inch 8.Continuityofgraphics
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/5340000.origind.pdf?sfvrsn=f1f87686_03340104-723origind
°F or less. For mixtures containing a PG 76--22 or High Polymer binder, a mixture will be considered a warm mix asphalt design if the mixing temperature is 305°F or less. The Engineer will consider, temperature) in accordance with 320-6.3. Do not exceed a target temperature of 340°F for High Polymer asphalt binders, 330°F for PG 76-22 asphalt binders, and 315°F for unmodified asphalt binders. 9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/3340104-723origind.pdf?sfvrsn=bb1fd57f_19320103int
Silicone sealant shall be placed when the ambient temperature is rising and is between 55°F and 85°F, , Procedure 7.1; 24 hours immersion at 122°F ≤0.25% Yes Yes – bent portion b Glass Transition Temperature ASTM D7028 (DMA) or ASTM E1356 (DSC; Tm)/ ASTM D3418 (DSC; Tmg) ≥230°F ≥212°F Yes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/9320103int.pdf?sfvrsn=16a0335a_19320103ind
Silicone sealant shall be placed when the ambient temperature is rising and is between 55°F and 85°F, , Procedure 7.1; 24 hours immersion at 122°F ≤0.25% Yes Yes – bent portion b Glass Transition Temperature ASTM D7028 (DMA) or ASTM E1356 (DSC; Tm)/ ASTM D3418 (DSC; Tmg) ≥230°F ≥212°F Yes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9320103ind.pdf?sfvrsn=51ab7486_1102-230IntReviewPkg
(Tight fit) 1" Pile Tip Stiffener D i r e c t i o n o f S t a t i o n i n g, ) 1" Pile Tip Seal Plate Plates (Tight fit) 1" Pile Tip Stiffener D i r e c t i o n o f, ) 4" x 10Ƃ" x Ƌ" ¢ D R A F T 5 / 2 3 / 2 0 2 5 1 2 : 1 6 : 1 2 P M R E V, DETAIL D R A F T 5 / 2 3 / 2 0 2 5 1 2 : 1 6 : 4 8 P M R E V I S I O N, Keeper Bar (Typ.) EXPANSION BEARING KEEPER BAR DETAIL D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-230intreviewpkg.pdf?sfvrsn=59ed9d02_1102-230IndReviewPkg
(Tight fit) 1" Pile Tip Stiffener D i r e c t i o n o f S t a t i o n i n g, ) 1" Pile Tip Seal Plate Plates (Tight fit) 1" Pile Tip Stiffener D i r e c t i o n o f, ) 4" x 10Ƃ" x Ƌ" ¢ D R A F T 5 / 2 3 / 2 0 2 5 1 2 : 1 6 : 1 2 P M R E V, DETAIL D R A F T 5 / 2 3 / 2 0 2 5 1 2 : 1 6 : 4 8 P M R E V I S I O N, Keeper Bar (Typ.) EXPANSION BEARING KEEPER BAR DETAIL D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-230indreviewpkg.pdf?sfvrsn=53e65d50_1102-230FHWAReviewPkg
(Tight fit) 1" Pile Tip Stiffener D i r e c t i o n o f S t a t i o n i n g, ) 1" Pile Tip Seal Plate Plates (Tight fit) 1" Pile Tip Stiffener D i r e c t i o n o f, ) 4" x 10Ƃ" x Ƌ" ¢ D R A F T 5 / 2 3 / 2 0 2 5 1 2 : 1 6 : 1 2 P M R E V, DETAIL D R A F T 5 / 2 3 / 2 0 2 5 1 2 : 1 6 : 4 8 P M R E V I S I O N, Keeper Bar (Typ.) EXPANSION BEARING KEEPER BAR DETAIL D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-230fhwareviewpkg.pdf?sfvrsn=878f6c76_1LAP344-725
Specified Minimum Compressive Strength (f′c) (psi) Maximum Water to Cementitious Materials Ratio, when the air temperature at placement is below 40°F. During the curing period, if the National Oceanic and Atmospheric Administration (NOAA) predicts the ambient temperature to fall below 35°F for 12 hours or more or to fall below 30°F for more than 4 hours, enclose the structure in such a way that the air temperature within the enclosure can be kept above 50°F for a period of 3 days after
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/lap/lap344-725.pdf?sfvrsn=894629b2_2102-230FHWA-Approved
(Tight fit) 1" Pile Tip Stiffener D i r e c t i o n o f S t a t i o n i n g, ) 1" Pile Tip Seal Plate Plates (Tight fit) 1" Pile Tip Stiffener D i r e c t i o n o f, " x 10Ƃ" x Ƌ" ¢ A P P R O V E D D R A F T 5 / 2 3 / 2 0 2 5 1 2 : 1 6, FIXED BEARING KEEPER BAR DETAIL A P P R O V E D D R A F T 5 / 2 3 / 2 0 2 5 1 2, A P P R O V E D D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-230fhwa-approved.pdf?sfvrsn=834cb4a6_1521-010
VIEW - OR TRAFFIC RAILING CONCRETE BARRIER FOR MEDIAN F-SHAPE OPAQUE VISUAL BARRIER SECTION VIEW, ' - 1 0 " 2 ' - 4 " C o n c r e t e B a r r i e r T r a f f i c R a i, Treatment (Linear Transition) (See Note 4) 5 ' - 0 " or Traffic Railing Concrete Barrier F, -Slope F-Shape LENGTH TABLE DOWEL BAR GENERAL NOTES: View 'B' on Sheet 2, except adjust
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-010.pdf?sfvrsn=1280ff6_12025_WP_Project_Summary_D6
Summary of Projects 1 – A s o f September 5, 2025 District 6 Overview Florida’s Turnpike Enterprise, Summary of Projects 2 – A s o f September 5, 2025 District 6 Project Category Facility Location, investments in FDOT District Six. In FY 2027 through F Y 2 031, over $288 million in Enterprise funding, District 6 projects, F P I D : 4 2 8 3 5 8 - 1 , - 4 , - 8 . C o n s t r u c t i o n of this over $591, $ - $ - $ - $ - $ 3 , 4 8 7 , 6 0 0 L i g h t i n g $ 9 , 8 5 1 , 8 0 0 $ - $ - $ - $ - $ 9 , 8 5 1 , 8 0 0 S a f
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/turnpike-work-program-summaries/2025_wp_project_summary_d6.pdf?sfvrsn=c7d0ba72_1Structures 2025
, etc.) • Schedule of submittals required within 60 day s o f the start of contract • At weekly, • Te m perature readings every 6 hours until: • Max temperature differential (35°F max) and • Max temperature (180°F max) and diminishes • Controls remain until core temperature within 50°F, stirrups to “ f i t” with the deck SPECS 400/415/460/502— REBAR, SIP FORMS, SHEAR CONNECTORS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/structures.pdf?sfvrsn=96eb2104_3