4403 search results for fla

MANUEL (Manny) AGUIAR DRB RESUME v.012023

- CERTIFIED FLAGGER INSTRUCTOR SKILLS • DISPUTE RESOLUTION • FDOT STANDARD SPECIFICATION • FDOT, Flagler Street. New 135-foot bridge at Coral Way, spanning active Turnpike traffic, the Snapper Creek, Flagler to NW 154 th Street Bridge, and along I-75 (SR-93) from SR-826 and to NW 170 th Street, lanes in each direction were provided beginning approx. 0.20 miles south of West Flagler Street (south

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/manuel-(manny)-aguiar-drb-resume-v-012023.pdf?sfvrsn=f6c0c2fe_3

443-002

(See Note 3) Angles (4 Typ.) Flat Basin Wall Variance Solid Cap 1 ' - 0 " Cleanout Pipe, " 2'-10" 2'-6" 2 ' - 6 " 4 ' - 0 " Basin Wall Flange 1 ' - 6 " ( M i n . ) 10" 1 0 " P o r t C l e a n o u t 2 " 6 " " 2 1 7 3" Flange (Min.) 6" 6, Gasket P o r t C l e a n o u t Flange ( M i n . ) 5 " With Neoprene Gasket 10

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/443-002.pdf?sfvrsn=b525908a_1

443-002

Note 3) Angles (4 Typ.) Flat Basin Wall Variance Solid Cap 1 ' - 0 " Cleanout Pipe, " 2'-6" 2 ' - 6 " 4 ' - 0 " Basin Wall Flange 1 ' - 6 " ( M i n . ) 10" 1 0 " P o r t C l e a n o u t 2 " 6 " " 2 1 7 3" Flange (Min.) 6" 6" Loss, o r t C l e a n o u t Flange ( M i n . ) 5 " With Neoprene Gasket 10" Dia

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/443-002.pdf?sfvrsn=f97be6dc_1

443-002

Note 3) Angles (4 Typ.) Flat Basin Wall Variance Solid Cap 1 ' - 0 " Cleanout Pipe, " 2'-6" 2 ' - 6 " 4 ' - 0 " Basin Wall Flange 1 ' - 6 " ( M i n . ) 10" 1 0 " P o r t C l e a n o u t 2 " 6 " " 2 1 7 3" Flange (Min.) 6" 6" Loss, o r t C l e a n o u t Flange ( M i n . ) 5 " With Neoprene Gasket 10" Dia

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/443-002.pdf?sfvrsn=38beb42b_1

2025FDM915PlanProfile

of the improvements. Provide the following labeling and dimensions: • Flag and station the begin and end project, along the centerline or baseline of construction. • Flag and station the begin and end of project, Culverts Bridge-sized culverts (a.k.a., bridge culverts) are defined in FDM 265.1 . Flag, and approach slabs by simple outline. Flag and station the begin station and end station, the design intent of the improvements. Provide the following labeling and dimensions: • Flag

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm915planprofile.pdf?sfvrsn=893d70b1_1

2026FDM915PlanProfile

of the improvements. Provide the following labeling and dimensions: • Flag and station the begin, . • Flag and station the begin and end of project exceptions (e.g., excluded intersections, bridges, and Bridge Culverts Bridge-sized culverts (a.k.a., bridge culverts) are defined in FDM 265.1. Flag, bridges and approach slabs by simple outline. Flag and station the begin station and end station, the design intent of the improvements. Provide the following labeling and dimensions: • Flag and station

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm915planprofile.pdf?sfvrsn=71215c1a_2

4501105.origind

an oxygen flame or mechanical cutting device. On piles and other products requiring flush cutting, be a minimum of 1/16 inch, and forming a vertical flat plane at the end of the beam without deviations

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/4501105.origind.pdf?sfvrsn=cc9ecc3e_0

Administrator_Training_Version_6_1 Final

by FLATIS June 5, 2015 SunGuide 6.1 Functionality 51 Event Management: Configuration Screens, to FLATIS): • Event type (note sort order can modified) • If modifications to the event types, : Configuration Screens – continued • Configuration of: • Vehicle tracking: vehicle make (FLATIS, to FLATIS): • Vehicle tracking: vehicle types • If modifications to the vehicle types are needed, by FLATIS to provide travel times to the public (a checkbox to set “Publish to FL511 Website

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/documents/training/operator/administrator_training_version_6_1-final.pdf?sfvrsn=6b25a662_1

Administrator_Training_Version_6_1 Final

by FLATIS June 5, 2015 SunGuide 6.1 Functionality 51 Event Management: Configuration Screens, to FLATIS): • Event type (note sort order can modified) • If modifications to the event types, : Configuration Screens – continued • Configuration of: • Vehicle tracking: vehicle make (FLATIS, to FLATIS): • Vehicle tracking: vehicle types • If modifications to the vehicle types are needed, by FLATIS to provide travel times to the public (a checkbox to set “Publish to FL511 Website

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/documents/training/administrator/administrator_training_version_6_1-final.pdf?sfvrsn=104dcfec_1

Administrator_Training_Version_6_1 Final

by FLATIS June 5, 2015 SunGuide 6.1 Functionality 51 Event Management: Configuration Screens, to FLATIS): • Event type (note sort order can modified) • If modifications to the event types, : Configuration Screens – continued • Configuration of: • Vehicle tracking: vehicle make (FLATIS, to FLATIS): • Vehicle tracking: vehicle types • If modifications to the vehicle types are needed, by FLATIS to provide travel times to the public (a checkbox to set “Publish to FL511 Website

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/documents/training/administrator/administrator_training_version_6_1-final32c7770a-12d2-4f8f-9662-5024d97e2255.pdf?sfvrsn=f6921e3b_1

FLDOT_2023 HSIP Implementation Plan_Draft_08.15.2023

million vehicle miles traveled (VMT), however, has been flat since 2015 before reaching a high, Roads Base Map (ARBM) and Florida All Roads Intersections and Streets (FLARIS). Traffic safety analyses, across all public roads (i.e., state and local) are enhanced by the ARBM and FLARIS. FDOT is refining

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/11a-safetyengineering/fhwa-reports-plans/fldot_2023-hsip-implementation-plan_draft_08-15-2023.pdf?sfvrsn=833d9789_1

1020000SS

. 102-5.7 Flagger: Provide trained flaggers in accordance with Section 105. 102-5.8 Use of Orange Vest, -way operations, locate the flaggers within view of each other when possible. When visual contact between flaggers is not possible, equip them with 2-way radios, official, or pilot vehicle(s, . 102-9.4 High Intensity Flashing Lights: Furnish Type B lights in accordance with the plans and Design

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/1020000ss9319b129565d4f0391b3c369ecbd844e.pdf?sfvrsn=f130e7ea_0

6530202.FHWA

(-129°C) ASTM D 746 Flammability Self-extinguishing ASTM D 635 Tensile Strength Yield, 8500 psi (58, . 305-325°F (152 – 163°C) ASTM D 1525 Brittleness Temp. Below -200°F (-129°C) ASTM D 746 Flammability

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/6530202.fhwa.pdf?sfvrsn=86c50bfa_0

6530202.FHWA2

(-129°C) ASTM D 746 Flammability Self-extinguishing ASTM D 635 Tensile Strength Yield, 8500 psi (58, Brittleness Temp. Below -200°F (-129°C) ASTM D 746 Flammability Self-extinguishing ASTM D 635

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/6530202.fhwa2.pdf?sfvrsn=b439ad29_0

102-100

 9 / 2 8 / 2 0 2 3 8 : 1 3 : 4 9 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX Lateral Offset Edge of Travel Way Slope 1:10 or Flatter Asphalt Pad Pavement or Flexible or Rigid Pavement/Asphalt Width Setback Distance Barrier Unit Barrier Delineators Above Ground Hazard Drop-Off Hazard Setback Distance Setback, . post-tensioned tendons within the concrete deck (top flange of concrete box girders) or on bridge

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/102-100.pdf?sfvrsn=c6eb65c5_1

102-100

 9 / 2 6 / 2 0 2 5 1 0 : 5 4 : 3 1 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX Lateral Offset Edge of Travel Way Slope 1:10 or Flatter Asphalt Pad Pavement or Flexible or Rigid Pavement/Asphalt Width Setback Distance Barrier Unit Barrier Delineators Above Ground Hazard Drop-Off Hazard Setback Distance, units. post-tensioned tendons within the concrete deck (top flange of concrete box girders

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/102-100.pdf?sfvrsn=b2c246a2_1

515-052

: ASTM A36 or ASTM A706 Grade 36. d. Flat Washers: ASTM F436 c. Hex Nuts: ASTM A563 b. Adhesive, Vent/Weep 16 3 8 1 to 1ƀ" Max. width. Flatten handrail termination in bottom of handrail ƀ" Ø, or Top Rail CROSS REFERENCE: 1'-1Ƃ" Ɓ" Min. (Beveled) Ɖ" Steel ℅ (Flat) 7 Ƃ " (Typ.) Set Screw, p . ) Hole Ǝ" Ø Ƃ" ƃ Max. width End Hoop to 1Ƃ" Flatten end of (Intermediate Rail, plumb) use 1Ɓ" Ø Holes for Single for Single Anchor Bolts with Flat Washers for slopes ≤ 8.33

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/515-052.pdf?sfvrsn=f3208840_1
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