4604 search results for fla

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

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

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

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

2026FDM215RoadsideSafety

or flatter (b) Non-Recoverable Traversable Slope, 1:3 or flatter and steeper than 1:4 (2) Non-Traversable, - Roadside Safety 3 Traversable Back Slopes 1:3 or flatter may be located within the clear zone, Drainage Structures (e.g., wingwalls, endwalls, flared end sections) Refer to the FDOT Drainage, , alley way or easement) Driveway – For a distance of 3 feet from a driveway flare within the new, (i.e., non-residential) Driveway – For a distance of 3 feet from a driveway flare within the new

SPI-522-003

 Standard Plans Instructions Topic No. 625-010-003 Index 522-003 Concrete Flared Driveways FY 2024-25 1 Index 522-003 Concrete Flared Driveways Design Criteria FDOT Design Manual (FDM) , FDM 214. Design Assumptions and Limitations Concrete Flared Driveways (previously known as: Flared Turnouts) are intended for curbed roadways designated as Connection Categories A and B. Refer, categories, detectable warnings are typically not used in conjunction with Concrete Flared

SPI-522-003

 Standard Plans Instructions Topic No. 625-010-003 Index 522-003 Concrete Flared Driveways FY 2025-26 1 Index 522-003 Concrete Flared Driveways Design Criteria FDOT Design Manual (FDM) , FDM 214. Design Assumptions and Limitations Concrete Flared Driveways (previously known as: Flared Turnouts) are intended for curbed roadways designated as Connection Categories A and B. Refer, categories, detectable warnings are typically not used in conjunction with Concrete Flared

SPI-522-003

 Standard Plans Instructions Topic No. 625-010-003 Index 522-003 Concrete Flared Driveways FY 2026-27 1 Index 522-003 C oncrete Flared Driveways Design Criteria FDOT Design Manual (FDM), FDM 214. Design Assumptions and Limitations Concrete Flared Driveways (previously known as: Flared Turnouts) are intended for curbed roadways designated as Connection Categories A and B. Refer, categories, detectable warnings are typically not used in conjunction with Concrete Flared Driveways

D1 Freight Mobility Trade Plan_November 2023

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

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

FDOT Permit Handbook

1020100-723FHWA

a construction activity requires restricting traffic to one-way operations, locate the flaggers within view of each other when possible. When visual contact between flaggers is not possible, equip them, of such areas until the potential for damage injury no longer exists. 102-5.78 Flagger: Provide flaggers to control traffic when traffic in both directions must use a single lane and in other, or white rotating, flashing, oscillating or strobe light. Lights must be unobstructed by ancillary

1020100-723FHWA2

. 102-5.78 Flagger: Provide flaggers to control traffic when traffic in both directions must use, , locate the flaggers within view of each other when possible. When visual contact between flaggers, lights must be a high intensity amber or white rotating, flashing, oscillating or strobe light. Lights, of the flashers when using PCMS at night. Use PCMS with a minimum letter height of 18 inches, position and is fully visible to motorists. Reduce the intensity of the flashers when using PCMS at night

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

9900301.comm

. The display panel background and frame for the display assembly shall be painted flat black and shall, Pperformance Cconditions tests described in NEMA TS -5-2017. 990-10.1.1 Stop/Slow Automated Flagger, the stop face and the slow face of a Stop/Slow paddle without the need for a flagger in the immediate, /Yellow Lens Automated Flagger Assistance Devices: Provide a Red/Yellow Lens AFAD that alternately displays a steadily illuminated circular red lens and a flashing circular yellow lens to control

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

DEV102-990WZCD (eff 7-1-25 thru 12-31-25)

location, or by a separate flagger near each device location. Use only flaggers trained in accordance, of, and attended at all times by, the flagger operating the device. Provide two flaggers on-site and use one, with flaggers or immediately cease the flagging operation and reopen the roadway. D o N o t U, operation consists of a pedestrian flagger, pedestrian escort, and a safe pedestrian waiting area on each side of the active work zone. Pedestrian flaggers must identify approaching pedestrians

Errata 2026FDM220RR - MUTCDPart8 Crosswalk

) Section 8B.09: STOP HERE WHEN FLASHING Signs (R8-10 and R8-10a) Section 8B.10: STOP HERE ON RED Signs, and Do Not Block Pavement Markings CHAPTER 8D. FLASHING-LIGHT SIGNALS, AUTOMATIC GATES, AND TRAFFIC CONTROL SIGNALS Section 8D.01: Introduction Section 8D.02: Flashing-Light Signals Section 8D.03, is connected to the crossing’s flashing light signal and gate. 08d Florida Administrative Code (FAC, crossing is equipped with flashing-light signals and is located 200 feet or less from an intersection

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