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2024nov-thu01-ICE-ImplementationInFlorida

opening Driveway/Connection permit applications for category E, F, G DTOE and DDE consider an ICE, : Signal Control 30 Case Study – SR 777 (River Road) at Center Road 31 32 eTra f fic – Inventory

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-november/2024nov-thu01-ice-implementationinflorida.pdf?sfvrsn=8bfd2d86_1

2024nov-thu01-ICE-ImplementationInFlorida

opening Driveway/Connection permit applications for category E, F, G DTOE and DDE consider an ICE, : Signal Control 30 Case Study – SR 777 (River Road) at Center Road 31 32 eTra f fic – Inventory

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024nov-thu01-ice-implementationinflorida.pdf?sfvrsn=e1ed7a60_1

FDOT Five Year Work Program - Hearing Transcript 11.19.24

City, F l o rida 32025 or you can send an email to Mr. 5 :57 Evans at greg.evans.dot.state.fl.us. 6:05 For our audio-only listeners, that's g-r-e-g-dot-e-v-a-n-s at d-o-t-dot-s-t-a-t-e-dot-f-l dot

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/fdot-five-year-work-program---hearing-transcript-11-19-24.pdf?sfvrsn=59606f32_1

650-000-002_ETDM_Manual_ACRONYMS-Effective-2024-1231

Statement DOA: Determination of Applicability [Section 4(f)] DOE: Degree of Effect DOI: Digital, ETAT: Environmental Technical Advisory Team ETDM: Efficient Transportation Decision Making F FAC

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/etdm/2024-etdm-manual/650-000-002_etdm_manual_acronyms-effective-2024-1231.pdf?sfvrsn=c09d296e_1

449655-1_Final_Technical_Safety_Scope

(Havendale Blvd)  Eastbound  SR 544 (Havendale Blvd) west of the intersection, remove the Type F, left turn lane by approximately 180 ft with full depth pavement, traffic separator, and Type F C&G.  Westbound  SR 544 (Havendale Blvd) east of the intersection, remove the Type F curb, turn lane by approximately 145 ft with full depth pavement, traffic separator, and Type F C&G, is be constructed with Type F C&G and 6” sidewalk in the NW quadrant between the right turn radius

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/449655-1_final_technical_safety_scope.pdf?sfvrsn=a73f3abf_1

12004000 Aerial

D R D E R W E N T B L V D P A R K E N T F T M Y E R S R V P A R K E N T F T M Y E R S R V 3.90 3.95 4.00 4.05 4.10 4.15 N Feet 100 20 0 SR 865 K E

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26112/12004000-aerial.pdf?sfvrsn=d0fc0930_1

6-Performance-MeasuresOCT2017

 M o b i l i t y P e r f o r m a n c e M e a s u r e s Doug McLeod (MAP‐21 measures) FDOT Mobility Performance Measures Program Manager TRB Performance Measurement Committee Jessica VanDenBogaert (additional performance measures) FDOT Travel Time Reliability Coordinator October 12, 2017 All 27 MPOs M o b i l i t y P e r f o r m a n c e M e a s u r e s O u t r e a c h Doug McLeod FDOT Mobility Performance Measures Program Manager TRB Performance Measurement Committee TBA, FDOT

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2017/6-performance-measuresoct2017.pdf?sfvrsn=dd445119_1

GFJ Resume 3.20.25

 Gary F. J erabek Updated 3-20-2025 Experience Summary: Before my 39 years of Construction Industry experience, I first served in the US Air Force during the Vietnam Era. These 4 years in the USAF built self-discipline and created honesty and integrity needed in our today’s construction environment. After serving in the military, I attended the University of Nebraska to acquire, F. Jerabek 2350 Turnberry Drive Oviedo, Florida 32765 Phone/ E-mail: 407-467-1232 cell

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/gfj-resume-3-20-25.pdf?sfvrsn=599cc9ad_1

SPM7110201-122

the ambient air and surface temperature is at least 50ºF and rising for asphalt surfaces and 60°F, ambient air temperature is at least 32°F. Prior to installation, follow the manufacturer’s

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/maintenance/finalized/spm7110201-122.pdf?sfvrsn=7413cad9_2

SPM7110201-721

the ambient air and surface temperature is at least 50ºF and rising for asphalt surfaces and 60°F, ambient air temperature is at least 32°F. Prior to installation, follow the manufacturer’s

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/maintenance/finalized/spm7110201-721.pdf?sfvrsn=5b619951_2

SP7110201

is at least 50ºF and rising for asphalt surfaces and 60°F and rising for concrete surfaces. Apply, Thermoplastic: Apply markings to dry surfaces only and when ambient air temperature is at least 32°F

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/finalized/sp7110201.docx?sfvrsn=defa964e_2

SP0090103SLPQ

n t i s d e f i n e d a s t h e o r i g i n a l C o n t r a c t a mount adjusted by approved, o n t r a c t N u mber, F i n a n c i al Project Identification Number, Estimate Number, Monthly

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/workbook/sp0090103slpq.pdf?sfvrsn=e3e86340_2

SP7110201

the ambient air and surface temperature is at least 50ºF and rising for asphalt surfaces and 60°F, °F. Prior to installation, follow the manufacturer’s recommendations for pre-heating. 711-4.2

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/maintenance/implemented/sp7110201.pdf?sfvrsn=36bb4393_1

9700200-724IMPL

the asphalt surface. 970-2.3 Class F RPMs: Submit product photo, product data sheet, and certified, Adhesive for Class B and F Raised Pavement Markers. 970-3.1 General: Adhesive as recommended

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9700200-724impl.pdf?sfvrsn=ab3fdc30_1

7110200-724IMPL

surfaces and 60°F and rising for concrete surfaces. Apply pavement markings to the same tolerances, Thermoplastic: Apply markings to dry surfaces only and when ambient air temperature is at least 32°F

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/7110200-724impl.pdf?sfvrsn=9d271c0f_1

9260100-724FHWA

of old structures. F F-1* F-2** An epoxy for repairing spalled areas on concrete bridge structures, injection in the repair of old structures. F F-1* F-2** An epoxy for repairing spalled areas on concrete

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9260100-724fhwa.pdf?sfvrsn=f628167f_1

SP0080306-724FHWA

and priorities f. Update follow-up formats or frequency The Department will reimburse the Contractor based, areas of improvements e. Update Project issue lists and priorities f. Update follow-up formats

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/sp0080306-724fhwa.pdf?sfvrsn=8cbbba2e_1
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