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SP0071104FRC
and the following substituted: 7-11.4.3 Watchman or Flagging Services: The Department will furnish protective services (i.e., watchman or flagging services) to ensure the safety of railroad operations, the scheduling of flagging resources. For p r o j e c t s i n v o l v i n g t h e C e n t r a l F l o r i d, coordinate the scheduling of flagging resources
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/workbook/sp0071104frc.pdf?sfvrsn=23334d3c_20071104FRC.impl
and the following substituted: 7-11.4.3 Watchman or Flagging Services: The Department will furnish protective services (i.e., watchman or flagging services) to ensure the safety of railroad operations, the scheduling of flagging resources. For p r o j e c t s i n v o l v i n g t h e C e n t r a l F l o r i d, coordinate the scheduling of flagging resources
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/0071104frc.impl.pdf?sfvrsn=8ff7fcf1_0FIN (4-4-2024)
FLAGLER EXECUTIVE AIRPORT FIN Flagler Executive Airport (FIN) is a county-owned general aviation (GA) airport approximately 20 miles north of Daytona Beach in Flagler County. T h e a i r p o, , including a 5K race and Warbirds Over Flagler, a warbird fly-in that attracts upwards of 10,000, vehicles were staged at FIN. PHOTO SOURCE: STATE OF FLORIDA - 2022. Airport: Flagler Executive Airport (FIN) City: Palm Coast, Florida County: Flagler Sponsor: Flagler County Role: General Aviation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fasp-2043---airport-profiles/fin-(4-4-2024).pdf?sfvrsn=8c091446_1resolutioncosts(23-24)
Bituminous Lab Test Name Quantity Test Cost Bulk specific gravity of Compacted Bituminous Mixtures (FM 1-T166) Per roadway core or gyratory pill $65.15 Ignition Oven Method (FM5-563) Per asphalt content $134.28 Max specific gravity (FM1-T209) Per average of two flasks $152.94 Superpave Gyratory Compaction (AASHTO T312-04) Per pair of gyratory pills $145.82 Ignition Oven (FM 5-563) and Mechanical Analysis (FM1-T030) Per gradation $211.67 Soil Lab Test Name Quantity Test Cost
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/qualitycontrol/guidelines/contractor/costs/resolutioncosts(23-24).pdf?sfvrsn=def89bd7_4resolutioncosts(24-25)
Bituminous Lab Test Name Quantity Test Cost Bulk specific gravity of Compacted Bituminous Mixtures (FM 1-T166) Per roadway core or gyratory pill $65.15 Ignition Oven Method (FM5-563) Per asphalt content $134.28 Max specific gravity (FM1-T209) Per average of two flasks $152.94 Superpave Gyratory Compaction (AASHTO T312-04) Per pair of gyratory pills $145.82 Ignition Oven (FM 5-563) and Mechanical Analysis (FM1-T030) Per gradation $211.67 Soil Lab Test Name Quantity Test Cost
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/qualitycontrol/guidelines/contractor/costs/resolutioncosts(24-25).pdf?sfvrsn=955abc97_1resolutioncosts(Current Year)
Bituminous Lab Test Name Quantity Test Cost Bulk specific gravity of Compacted Bituminous Mixtures (FM 1-T166) Per roadway core or gyratory pill $68.38 Ignition Oven Method (FM5-563) Per asphalt content $137.59 Max specific gravity (FM1-T209) Per average of two flasks $161.20 Superpave Gyratory Compaction (AASHTO T312-04) Per pair of gyratory pills $160.11 Ignition Oven (FM 5-563) and Mechanical Analysis (FM1-T030) Per gradation $211.67 Soil Lab Test Name Quantity Test Cost
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/qualitycontrol/guidelines/contractor/costs/resolutioncosts(current-year).pdf?sfvrsn=78683bec_1resolutioncosts(25-26)
Bituminous Lab Test Name Quantity Test Cost Bulk specific gravity of Compacted Bituminous Mixtures (FM 1-T166) Per roadway core or gyratory pill $68.38 Ignition Oven Method (FM5-563) Per asphalt content $137.59 Max specific gravity (FM1-T209) Per average of two flasks $161.20 Superpave Gyratory Compaction (AASHTO T312-04) Per pair of gyratory pills $160.11 Ignition Oven (FM 5-563) and Mechanical Analysis (FM1-T030) Per gradation $211.67 Soil Lab Test Name Quantity Test Cost
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/qualitycontrol/guidelines/contractor/costs/resolutioncosts(25-26).pdf?sfvrsn=71aceff9_1D005011e.do
)” inserted after word ‘Bolts’. Index No. 400 (Sheet 13 of 32), Flagged footnote for “Thrie Beam Terminal, ’ substituted. Index No. 600 (Sheet 3 of 10), ‘FLAGGER CONTROL’, ‘HIGH VISIBILITY CLOTHING’, entire text – Text deleted and text “For daytime work, the flagger’s vest, shirt, or jacket shall be orange, 5 of 10), ‘WARNING LIGHTS’, ‘Flashing’, ‘Type B High Intensity Flashing Warning Lights’ text – Text expanded as follows: “When a warning sign requires the use of a Type B High-Intensity flashing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d005011e.do.pdf?sfvrsn=91157942_0102WZCD 2025-26
of an AFAD malfunction, restore normal flagging operations with flaggers or immediately cease the flagging, a pedestrian escort operation. A pedestrian escort operation consists of a pedestrian flagger, pedestrian escort, and a safe pedestrian waiting area on each side of the active work zone. Pedestrian flaggers, the intensity of the flashers when using PCMS at night. Use PCMS with a minimum letter height of 18 inches, option, as an alternate to flaggers for lane closure operations on two-lane, two-way roadways
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/otherfdotlinks/developmental/files/102wzcd-2025-26.pdf?sfvrsn=6140fe32_1SS1050803
CONTRACTOR QUALITY CONTROL GENERAL REQUIREMENTS. (REV 8-17-22) (10-22) SUBARTICLE 105-8.3 is deleted and the following substituted: 105-8.3 Temporary Traffic Control (Maintenance of Traffic) Personnel: Worksite Traffic Supervisors, flaggers, and other personnel responsible for work zone related transportation management and traffic control must obtain training and certification in accordance with the Department’s Temporary Traffic Control (Maintenance of Traffic) Training Handbook
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/workbook/ss1050803.pdf?sfvrsn=273c50ae_42024FDM215RoadsideSafety
, the terrain surrounding crash cushions must be flat (1:10 or flatter) in advance of and along the entire, Slope, 1:4 or flatter (b) Non-Recoverable Traversable Slope, 1:3 or flatter and steeper than 1:4 (2, , as defined in FDM 215.3 . Traversable Back Slopes 1:3 or flatter may be located within the clear zone, Clear Zone RRR Projects: 1.5 feet 4.0 feet Drainage Structures (e.g., wingwalls, endwalls, flared, , alley way or easement) Driveway – For a distance of 3 feet from a driveway flare within the new
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm215roadsidesafety.pdf?sfvrsn=c01e585b_12024FDM215RoadsideSafety
Variation. (b) Existing 1:3 or flatter slopes within the clear zone may remain. (c) Flattening, extended. Therefore, the terrain surrounding crash cushions must be flat (1:10 or flatter) in advance, : (a) Recoverable Traversable Slope, 1:4 or flatter (b) Non-Recoverable Traversable Slope, 1:3 or flatter, of roadside hazards, as defined in FDM 215.3 . Traversable Back Slopes 1:3 or flatter may be located, Projects: 1.5 feet 4.0 feet Drainage Structures (e.g., wingwalls, endwalls, flared end sections) Refer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm215roadsidesafety.pdf?sfvrsn=66e0f4a3_22025FDM215RoadsideSafety
, the terrain surrounding crash cushions must be flat (1:10 or flatter) in advance of and along the entire, Traversable Slope, 1:4 or flatter (b) Non-Recoverable Traversable Slope, 1:3 or flatter and steeper, hazards, as defined in FDM 215.3 . Traversable Back Slopes 1:3 or flatter may be located within, Projects: 1.5 feet 4.0 feet Drainage Structures (e.g., wingwalls, endwalls, flared end sections, way or easement) Driveway – For a distance of 3 feet from a driveway flare within the new
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm215roadsidesafety.pdf?sfvrsn=da6d8549_32025FDM215RoadsideSafety
crash cushions must be flat (1:10 or flatter) in advance of and along the entire design length, : (a) Recoverable Traversable Slope, 1:4 or flatter (b) Non-Recoverable Traversable Slope, 1:3 or flatter and steeper than 1:4 (2) Non-Traversable Slope – Rough terrain, obstructed, or slopes steeper, be free of roadside hazards, as defined in FDM 215.3 . Traversable Back Slopes 1:3 or flatter may, , endwalls, flared end sections) Refer to the FDOT Drainage Manual Mailboxes Locate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm215roadsidesafety.pdf?sfvrsn=f3a40d5_1Statewide Arterial Management Program (STAMP)
a circuit on or off, thus turning on or off a signal display 5) Flasher(s): places the signal into flash (flashing yellow or red signals) when a necessary, for example, if the cabinet loses power, is detected, the MMU automatically turns the intersection into all way stop (flashing red) until
https://www.fdot.gov/traffic/teo-divisions.shtm/cmt/arterialmanagement.shtm124117_2007-08-29_Drawings
Flom, e Eirp.Strlisor r•rol sift& I &Ma flange A &weft ar-o• xr-o• I -s• *Mt 1 far, ITPE CPI (toothy UprforkAI sorra" A-A 1.6r1rX r1,0 ¨ • Erl.Clrefr sr -0;• flAng SteA I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26112/124117_2007-08-29_drawings.pdf?sfvrsn=b6ef2809_1Compiled Summary of Changes
, with appropriate clearance inside a constant-diameter pipe that rests on a flat plate attached to the end
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/compiled-summary-of-changes.pdf?sfvrsn=9a4beab9_4MAC_Construction AcademyCQCP_spring2025_print
and Certification • You may see “flagged entries” – You can accept a material with flagged entries, of TRANSPORTATION TRANSPORTATION Materials Acceptance and Certification • You may see “flagged entries” – You can accept a material with flagged entries • Production Facilities • Technicians • Labs, and Certification • You may see “flagged entries” – You can accept a material with flagged entries, of TRANSPORTATION TRANSPORTATION Materials Acceptance and Certification • You may see “flagged entries
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/mac_construction-academycqcp_spring2025_print.pdf?sfvrsn=1179d753_1crashmanualcomplete
’ the report will be flagged as involving a CMV. This will result in the fields ‘Haz. Mat. Placard,’ ‘Number, , the placard should have one of the following names: - Explosives - Gases - Flammable Liquid - Flammable Solid - Dangerous - Oxidizer - Poison - Radioactive - Corrosive - If not applicable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/11a-safetyengineering/crash-data-academy/crashmanualcomplete.pdf?sfvrsn=aa6c78e3_1