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SFH2024

..................................................................175 Appendix F

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/geotechnical/sfh2024.pdf?sfvrsn=b574e71d_1

2 2 0 0 1 1 4 4 P P r r o o j j e e c c t t T T r r a a f f f f i i c c F F o o r r e e c c a a s s t t i i n n g g H H a a n n d d, ................................................................................ 7-131 7.4.2 DIRECTIONAL DISTRIBUTION FACTOR (D F ) ................................. 7-132 7.4.3 LANE FACTOR (L F ) .............................................................................. 7-132 7.4.4 LOAD EQUIVALENCY FACTOR (E F or E 80

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/systems-management/sm-old-files/traffic-analysis/ptf_handbook_2014_83415041-faf4-4354-9a48-efabf20aeef0.pdf?sfvrsn=a62d347d_0

Section 106 Progromatic Agreement

resolutions will be requested, as needed, in accordance with 36 C.F.R Part 800 and this Agreement. F, be identified by FDOT pursuant to 36 C.F.R. §§ 800.3(c-f) and their participation in undertakings covered under this Agreement shall be governed by 36 C.F.R. § 800.3(f)(3). i. Individuals, may be applied to undertakings processed in accordance with this Stipulation, as appropriate. F, , FDOT will request the ACHP comment in accordance with 36 C.F.R. § 800.7. F. Effects to National

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/cultural-resources/section-106-progromatic-agreement.pdf?sfvrsn=ce18d2e5_1

F6015ScopeofWorkNTS

: a) device name b) manufacturer Page A-13 of A-34 c) model d) firmware version e) IP address f, device data b) select and open device c) rename device d) view device history e) add device f, for audio-equipped cameras d) aspect ratio e) PTZ, including home position, presets and tours f, Server, resulting in packet loss and subsequent frame drop e) Camera IP address conflict f, for output duration. f) Play sound i. A library of sounds shall be available, which shall be capable

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/fco/f6015/f6015scopeofworknts.pdf?sfvrsn=60f9ba1b_1

Design Standards 2010 Interim

BOTTOM INLETS TYPES F & G – Dated 01/01/10: Sheet 1 & 2; added center of box reference points. 245, shoulder. 410 3 & 5 of 25 410A.pdf CONCRETE BARRIER WALL – Dated 7/1/10: (Sheet 3) F-SHAPE MEDIAN BARRIER WHEN Y IS LESS THAN OR EQUAL TO 6 INCHES DETAIL, changed detail for F-Shape Median Barrier, 1 of 3 420.pdf TRAFFIC RAILING-(32” F SHAPE) – Dated 07/01/10: Changed MARKERS and JOINTS notes. "<view IDS> 4 20 1, 3 & 4 of 4 420A.pdf TRAFFIC RAILING - (32" F SHAPE) - Dated 01/01/11

https://www.fdot.gov/roadway/ds/10/istds.shtm

pmu-mcreview-mar-668413571

............................................................................................................12 F, this to create a manual finding for a missing or final sign inspection report. f. Missing Frequency, . Page 14 of 57 F. Excluding a Finding If the MC Reviewer determines that a finding does not need, the finding. 1. Select the Resolve option. The status of the f i nding will be designated as MC Resolved. MC Resolved f i ndings are considered to have final resolution. NOTE: Resolving the finding

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/mcreview/pmu-mcreview-mar-668413571.pdf?sfvrsn=c94fc87f_3

3460203-723D01impl

is extremely aggressive, unless otherwise noted) Application Portland Cement Fly Ash Type F Slag, with Core Temperature T≤165°F. (3) For Concrete with Core Temperature T≥165°F. (4) A minimum, slump is 7 inches with a tolerance of ± 1.5 inches when a Type F, G, I or II admixture is used. 3, (f′c) (psi) Maximum Water to Cementitious Materials Ratio (pounds per pounds) Target Slump Value, minimum compressive strength (f′c) plus 2.33 standard deviations minus: a. 500 psi, if f′c is 5,000

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/3460203-723d01impl.pdf?sfvrsn=74e90872_1

September 2025 Terms

, the Consultant will supply construction plans for each project. F. The Consultant is authorized to use, in that the more restrictive of the applicable regulations will g o v e r n . F . T h e C onsultant, will have the right to retain an amount equal to the damages suffered as a result of the d e f a u l t, F O U R . The Consultant hereby certifies, covenants and warrants that wage rates and other factual, of the Statute and/or Rules shall take precedence. B. Chapter 337.162 Florida Statutes applies as f o l l ows

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/pubs/september-2025-terms.pdf?sfvrsn=f636fce2_1

FMTP24

by the state under subsection (f); ✔ Observations: - Technical Memorandum 1: Systems and Assets o, | Freight Mobility and Tr a d e P l a n F M T P O verview FMTP OVERVIEW | October 2024 7 6 FMTP, overarching transportation goals as outlined in the Florida Tr a n s p o r t a t i o n P l a n ( F T P, the development of a state freight plan which must address the state’s f reight planning activities, for Florida. The FMTP objectives were established with the Florida Tr a n s p o r t a t i o n P l a n ( F T

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/fmtp/fmtp24/fmtp24.pdf?sfvrsn=e7fa3bab_2

444634-1_SR72_LHR-Final

– FEMA FIRM Panels Appendix E – Correspondence Appendix F – Proposed Cross Drain Analysis SR 72, was reported. A summary of the meeting can be found in Appendix F - ELA Meeting Summary of the Pond, to be upsized. See Table 3 for a summary of this cross drain analysis and see Appendix F, 1490 WSRQ 1220 WBRD 1420 WENG 1530 radio F m WJIS 88.1 WSMR 89.1 WLTQ 92.1 WHPT 102.5 WSRQ, ) To 7’ To 15’ To 26’ To 33’ To 35’ Evacuation Routes CATEGORY WIND VELOCITY (MPH) S A F F I R

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26123/444634-1_sr72_lhr-final.pdf?sfvrsn=20041bb7_1

TransitTitleVIPlanSeptember2013

of the State 57 E - Demographic Maps with Distribution of Funding 59 F - SunRail Operations Title VI Plan 2, SECRETARY POLICY E f f e c t i v e : O c t o b e r 2 4 , 2 0 1 1 O f f i c e : E q u a l O p p o r t u n, N P R O G R A M T h e F l o r i d a Department of Transportation will not discriminate, APPENDIX B Title VI Program and Related Statutes 34 Approved: E f f e c t i v e : N o v e m b e r 1 7 , 2 0 0 5 O f f i c e : E q u a l O p p o r t u n i t y T o p i c N o . : 2 7 5 - 0 1 0 - 0 1

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/pages/transittitleviplanseptember2013_243b6935-da0c-4614-8273-314cc78895fe.pdf?sfvrsn=865ab6ef_0

2023 Debt and Debt-Like Financing Rpt - Final

U N L I B E R T Y F R A N K L I N LEON GADSDEN GULF WAKULLA J E F F E R S O N MADISON HAMILTON TAYLOR L A F A Y E T T E S U W A N N E E C O L U M, S T . J O H N S PUTNAM LEVY MARION F L A G L E R V O L U S I A SEMI, A L T O N HOLMES BAY C A L H O U N L I B E R T Y F R A N K L I N LEON GADSDEN GULF WAKULLA J E F F E R S O N MADISON HAMILTON TAYLOR L A F A Y E T

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/comptroller/pdf/gao/revmanagement/2023-debt-and-debt-like-financing-rpt---final.pdf?sfvrsn=19de4613_1

Pt1Ch2_073124_clean

, noise, or water quality impacts; e. Have significant impacts on travel patterns; or f. Either, ; 3. Significant impact on properties protected by Section 4(f) of the U.S. Department, property interests that would involve a Section 4(f) property. The environmental review, of a resource protected under 23 U.S.C. § 138 or 49 U.S.C. § 303 [Section 4(f)] except Topic, in order to make findings under concurrent laws [such as the ESA and Section 4(f) ] prior

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/pdeman/2024/pt1ch2_073124_clean.pdf?sfvrsn=411daf35_1

2024 Debt and Debt-Like Financing Rpt

O U N L I B E R T Y F R A N K L I N LEON GADSDEN GULF WAKULLA J E F F E R S O N MADISON HAMILTON TAYLOR L A F A Y E T T E S U W A N N E E C O L U, S T . J O H N S PUTNAM LEVY MARION F L A G L E R V O L U S I A SEMI, A L T O N HOLMES BAY C A L H O U N L I B E R T Y F R A N K L I N LEON GADSDEN GULF WAKULLA J E F F E R S O N MADISON HAMILTON TAYLOR L A F A Y E T

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/comptroller/pdf/gao/revmanagement/2024-debt-and-debt-like-financing-rpt.pdf?sfvrsn=bab63639_1

Florida TIM Responder - September 2021

Incident Management (TIM) professionals. Welcome to the third edition of the Florida TIM Responder, F l, Contract By Alexandra Lopez, PE, PTOE, TSM&O Program Engineer, F l o r i d a D e partment, VEHICLE 71,862 CONGESTION 4 ARRIVA L S BY DAY O F W E E K M O N DAY 2,324 TUESDAY 2 ,142 ARRIVA L S, safety message, and real-time push notifications to motorists traveling in the project area. F i g u r e 1 : S a m p l e o f " R o a d R a n g e r A h e a d " m e

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cvotim/tim/newletters/florida-tim-responder---september-2021.pdf?sfvrsn=f912a347_1

Florida TIM Responder - September 2022

Incident Management (TIM) professionals. Welcome to the third edition of the Florida TIM Responder, F l, Contract By Alexandra Lopez, PE, PTOE, TSM&O Program Engineer, F l o r i d a D e partment, VEHICLE 71,862 CONGESTION 4 ARRIVA L S BY DAY O F W E E K M O N DAY 2,324 TUESDAY 2 ,142 ARRIVA L S, safety message, and real-time push notifications to motorists traveling in the project area. F i g u r e 1 : S a m p l e o f " R o a d R a n g e r A h e a d " m e

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cvotim/tim/newletters/florida-tim-responder---september-2022.pdf?sfvrsn=e500f12c_1

2024June-Fri11-NonStateBridgesOnStateROW

equipment moving all around. Introduction to Bridges within F DOT ROW Location and Types, Introduction to Bridges within F DOT ROW Public vs. Private Bridges • Private Bridge: A bridge open, ). (23 CFR 650.305) Introduction to Bridges within F DOT ROW Public vs. Private Bridges • Private, in accordance with all F DOT requirements. All requirements are contained with t hese governing documents, outside of R/W supporting a span within F DOT R/W must be submitted for review. ➢ Structure lacks

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024june-fri11-nonstatebridgesonstaterow.pdf?sfvrsn=c3e15607_1

441699-1 - CR 713 PD&E Study from I-95 to CR 714 - Final Virtual Presentation

the presentation www. f d o t . g o v / p rojects/cr713pde “Slide 9” CR 713/SW High Meadow Ave PD&E Study, Commercial Boulevard Fort Lauderdale, FL 33309 (954) 777-4190 (866) 336-8435, Ext. 4190 (To l l F, Level of Service (LOS) along the corridor is D • Projected 2050 LOS F • Average existing truck percentage 6-9% LOS E Source: AASHTO Green Book – 6 th Edition LOS D LOS C LOS B LOS A LOS F, . • Email: Damaris.Williams@dot.state.fl.us • Project Website: www. f d o t . g o v / p rojects/cr713pde

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cr713pdedocs/441699-1---cr-713-pd-e-study-from-i-95-to-cr-714---final-virtual-presentation.pdf?sfvrsn=72ffd4d_1

460-470IntReviewPkg

for Adhesive Anchor Option or 1 1 / 2 " ( f o r S c r e w A n c h o r O p t i o n ) or 3/4" f Screw Anchors 11/01/24 3 ~ 1" f Holes for 3/4" f Screw Anchors for Screw, shown D R A F T 5 / 3 1 / 2 0 2 4 7 : 5 5 : 5 6 A M R E V I S I O N, , 460-475 & 460-476 Post Bolt for Index 460-472, A n c h o r O p t i o n ) 1 ƀ " ( f o, BLOCK DETAIL FRONT VIEW D i m . X D i m . Y D R A F T

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/460-470intreviewpkg.pdf?sfvrsn=de912286_1

460-470IndReviewPkg