4070 search results for fla

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_2

0071104FRC.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_0

FIN (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_1

resolutioncosts(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_4

resolutioncosts(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_1

resolutioncosts(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_1

resolutioncosts(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_1

D005011e.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_0

102WZCD 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_1

SS1050803

 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_4

2024FDM215RoadsideSafety

, 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_1

2024FDM215RoadsideSafety

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_2

2025FDM215RoadsideSafety

, 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_3

2025FDM215RoadsideSafety

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_1

Statewide 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.shtm

124117_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_1

MAC_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_1

crashmanualcomplete

’ 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
20 of 4070 results