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TDP Handbook - Preparer's Training Presentation
a j o r U p d ates •Ch. 4 o n A P R s U s e r ‐ F r i e n d l y • Easy t o n avigate •Emphasizes, , and Safety Improvements CV/AV 10/25/2018 19 CHAPTER 3 ‐ PLAN DEVELOPMENT THE NEXT GENERAT I O N O F T D P S I N F LORIDA …are tasked with exploiting these opportunities and addressing, availability of car sharing opportunities A CLOSER LOOK 10/25/2018 24 BASELINE DATA F I NDINGS CAN SAV E R, • This legislation amended s. 341.071, Florida Statutes (F. S . ) , r e q u i r i n g t r a n s i t a g e n c i e s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/documents/tdp-handbook---preparer's-training-presentation_adfee386-ced4-4e6a-adb7-f2865f011524.pdf?sfvrsn=1d835d3d_2649-020IntReviewPkg
" C o v e r ( T o p ) A n c h o r B o l t S h a f t L e n g t h Anchor, a f t D e s i g n T a b l e ) ( S e e N o t e 1 ) ) . n i M ( p a L, o p ) A n c h o r B o l t S h a f t L e n g t h Anchor Bolt Shaft Diameter, Design Table) (See Shaft Design Table) ( S e e S h a f t D e s i g n T a b l e, A-A D R A F T 6 / 2 7 / 2 0 2 4 1 0 : 2 2 : 4 5 A M R E V I S I O N
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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 2025-26 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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Tie Bars 4 " C o v e r ( T o p ) A n c h o r B o l t S h a f t L e n, e e S h a f t D e s i g n T a b l e ) ( S e e N o t e 1 ) ) . n i, e r ( T o p ) A n c h o r B o l t S h a f t L e n g t h Anchor Bolt, e n t (See Shaft Design Table) (See Shaft Design Table) ( S e e S h a f t D e s i, A-A A P P R O V E D D R A F T 7 / 3 1 / 2 0 2 4 9 : 4 7 : 5 2 A M R
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f S l a b ) 9 " 3 " B a r s 5 B @ 1 ' - 0 " M a x . ( T o p o f S l a b ) B a r s 5 B @ 9 " M a x . ( B o t t o m o f S l a b ) 3 " 9, a r s 8 A 2 @ 9 " M a x . ( B o t t o m o f S l a b ) B a r s 5 A 1 @ 1 ' - 0 " M a x . ( T o p o f S l a b ) Limits of Asphalt Overlay Gutter, f S l a b ) * Bars C @ 1'-0" Max. (Top of Slab) 1 0 / 1 7 / 2 0 2 4 8 : 0 5
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Slab Slope Varies . 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 . 0 2 F t / F t 2" Coping 6 " M i n . E m b e d m e n t i, 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 ' - 6 Length
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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
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Summary of Projects 1 – A s o f N o v e m b e r 1 8 , 2 0 2 4 D i s t r i c t 6 D I S T R I C T S I X P, – A s o f N o v e m b e r 1 8 , 2 0 2 4 D i s t r i c t 6 In FY 2026 through FY 2030, funding, o v e r $ 2 5 0 m i l l i o n . T h i s a m o u n t i n c l u d e s t h e p h a s e s r e f e r e, for the major projects in the Tentative F i v e - Y e a r Work Program (FY 2026 through FY 2030, . The Enterprise is managing and funding FPID: 437053-5, while other portions of the project ( F P
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and communi- ties. The Tr e n d s a n d C o n d i t i o n s p r o c e s s a s s i s t s F l o rida’s, www.dot.state.fl.us/planning/policy/trends Introduction and Purpose • Ta b l e o f C o n t e n t s i i Ta b l e o f C o n t e n t s i i 2 2 1 0 2 3 2 Introduction and Purpose, % 199519961997199819992000200120022003200420052006 % C h a n g e f r o m 1 9 9 5, o r s t o F l o rida outnumber international visitors by nearly 13 to 1. • The number
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F i g u r e 2 – Tonnage at Florida Seaports, F i g u r e 3 – C o n t a i n e r M o v e m e n t s a t Florida's, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 F i g u r e 4 – C r u i s e P a s s engers, .................................................... 2 T a b l e 2 – F l o r i d a ’ s T o p 10 Import Commodities, T a b l e 3 – F l o r i d a ’ s T o p 10 Export Commodities
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f y Quantities are Reasonable • Remember it’s an Estimate not an Invoice • Ve r i f y, Designer quantity. Record final quantity in F row Final quantity should be recorded in F row only, PRO C E S S FINAL ESTIMAT E DOCUMENTAT I ON TO THE DISTRICT • Offer Letter What’s Nex t ? F, . • Pass to the Comptroller for final pay m e n t I F all claims have been settled
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SECTION: 0030 0520 1 10 CONCRETE CURB & GUTTER, TYPE F 50.000 LF 30.00000 1,500.00 30.00000 1,500.00 48.00000 2,400.00 0035 0520 1 10 CONCRETE CURB & GUTTER, TYPE F "Colored Concrete" 25.000 LF, 22.05000 99,225.00 0030 0520 1 10 CONCRETE CURB & GUTTER, TYPE F 50.000 LF 35.00000 1,750.00 41.00000 2,050.00 36.51000 1,825.50 0035 0520 1 10 CONCRETE CURB & GUTTER, TYPE F "Colored Concrete, 100.00000 450,000.00 0030 0520 1 10 CONCRETE CURB & GUTTER, TYPE F 50.000 LF 100.00000
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MPOAC STA F F DIRECTO RS’ COMMITTEE MEETING November 01, 2018 Orlando Rosen Plaza Hotel 9700 International Drive, Orlando, FL Call to Ord e r & Pledge of Allegiance Approva l o f Minute s August 02, 2018 Public Comments (non-agenda items) Exe c u t i ve Dire c tor’s Re p o r t UPWP, Planners FHWA F l orida Division Support What’s New in Guidance? • TPM Implementation Plan, /tpm.cfm MPOAC STA F F DIRECTO RS’ BUSINESS ITEMS & PRESENTAT I O N S UPWP Amendment • Adds
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/1-mpoac-staff-directors-power-point-november-01-2018.pdf?sfvrsn=94451b48_110-Final Estimates CA_2025
i f y Quantities are Reasonable • Remember it’s an Estimate not an Invoice • Ve r i f y, Designer quantity. Record final quantity in F row Final quantity should be recorded in F row, PRO C E S S FINAL ESTIMAT E DOCUMENTAT I ON TO THE DISTRICT • Offer Letter What’s Nex t ? F, . • Pass to the Comptroller for final pay m e n t I F all claims have been settled
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, f u r n i s h d e t a i l e d p l a n s f o r f a l s e w o r k o r c e n t e r i n g t o t h e D, d e f o r ms, either of wood or metal, that are as follows: (a) externally secured and braced where, to the satisfaction of the Engineer. 400-5.3 Non-metallic Form Materials: 400-5.3.1 L u m b e r : F o r a l l s u r f a c e s , u s e l u mber that is not less than 3/4 inch [19 mm] in thickness, concrete surfaces. Only use structurally sound lumber. 400-5.3.2 F o r m L i n e r s : U s e f o r m
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in plans. Provide i n s t r u c t i o n s f o r a d j u s t i n g a n d r e s e t t i n g t i me, by the Engineer before the starting any work. 508-3.2.15 C o n d u c t o r s : F u r n i s h t e s t r e p o r t s f r o m an independent laboratory which approved the conductors. Ensure the test, P r o t e c t i o n : F u r n i s h a c o mplete material list, product data and catalog cuts, the requirements of NEMA Class F. Load test motors to determine freedom from electrical or mechanical
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145 GEOSYNTHETIC R E I N F O R C E M E N T . (REV11-1-99)(FA11-4-99)(7-00, limits is proposed. 145-4 Construction. 145-4.1 G e n e r a l : O b t a i n f r o m the geosynthetic, a c k f i l l P l a c e m e n t : M a i n t a i n u n i f o r m moisture content of the backfill, on Soft In-Situ Soils: 145-4.3.1 P r e p a r a t i o n : F o r s o me applications involving, ] in diameter. 145-4.3.2 B a c k f i l l P l a c e m e n t : M e e t t h e r e q u i r e ments
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. 465-4.1 G e n e r a l : M e e t t h e f o l l o w i n g : S t r u c t u r a l C o n c r e t e, c a s t i n g s t h a t c o n f o r m to AASHTO Specifications. Ensure that weld repair, Repair Charts) weld repairs. Perform radiographic examination of welds per ASTM E94. 465-4.2.2 F o r g i n g s : W h e n c a l l e d f o r i n t h e C o n t r a c t D o c u ments, perform, liquid, , for each forging. 465-4.2.3 W e l d i n g : P e r f o r m all welding and weld inspections of machinery
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a l : M e e t t h e f o l l o w i n g : S t r u c t u r a l C o n c r e t e, . 465-4.2.1 C a s t i n g s : P r o v i d e c a s t i n g s t h a t c o n f o r m to AASHTO Specifications, of welds per ASTM E94. 465-4.2.2 F o r g i n g s : W h e n c a l l e d f o r i n t h e C o n t r a c t D, in the manufacturer’s shop, for each forging. 465-4.2.3 W e l d i n g : P e r f o r m all welding, e q u i r e d d a t e o f d o c u ment approval and return. d.Requestsforexpeditedreview
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a l : M e e t t h e f o l l o w i n g : S t r u c t u r a l C o n c r e t e, . 465-4.2.1 C a s t i n g s : P r o v i d e c a s t i n g s t h a t c o n f o r m to AASHTO Specifications, of welds per ASTM E94. 465-4.2.2 F o r g i n g s : W h e n c a l l e d f o r i n t h e C o n t r a c t D, in the manufacturer’s shop, for each forging. 465-4.2.3 W e l d i n g : P e r f o r m all welding, e q u i r e d d a t e o f d o c u ment approval and return. d.Requestsforexpeditedreview
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4650000.do.pdf?sfvrsn=1e9ef2ed_0