4429 search results for fla

CM-102-03 Portable Arrow Board

in submittal. 11 The flashing rate is not less than 25 or more than 40 flashes per minute, 6L.06.01 The arrow board includes a matrix of elements capable of either flashing or sequential, in submittal. 10 MUTCD Section 6L.06.15 The minimum element on time is 50 percent for the flashing mode, the following three mode selections: A. A Flashing Arrow, Sequential Arrow, or Sequential Chevron mode; B. A flashing Double Arrow mode; and C. A flashing Caution or Alternating Diamond mode

7000502-122origind

not cause LED brightness changes. Flashing messages must not exceed 150 flashes per minute, without deformation or damage. EDS, other than BOS, must provide an option to include flashing beacons, backgrounds must be flat black (FED-STD- 595-37038) with a reflectance value not exceeding 25%. EWS, and then activate the alert. When the alert is activated, the display shall be able to flash. When, display background must be flat black (FED-STD-595-37038) with a reflectance value not exceeding 25

SPI-521-511

Transition as shown in Index 521-510. • Flare the full height Concrete Barrier / Noise Wall (14'-0") out beyond the clear zone. Flare rates vary based on both design speed and highway application (i.e., Interstate, urban or rural installations). See Standard Plans and FDM for applicable flare rates

SPI-521-511

Transition as shown in Index 521-510. • Flare the full height Concrete Barrier / Noise Wall (14'-0") out beyond the clear zone. Flare rates vary based on both design speed and highway application (i.e., Interstate, urban or rural installations). See Standard Plans and FDM for applicable flare rates

SPI-521-511

Transition as shown in Index 521-510. • Flare the full height Concrete Barrier / Noise Wall (14'-0") out beyond the clear zone. Flare rates vary based on both design speed and highway application (i.e., Interstate, urban or rural installations). See Standard Plans and FDM for applicable flare rates

SPI-521-511

, include the Barrier End Transition as shown in Index 521-510. • Flare the full height Concrete Barrier / Noise Wall (14'-0") out beyond the clear zone. Flare rates vary based on both design speed, for applicable flare rates. • Terminate the full height Concrete Barrier / Noise Wall (14'-0

SPI-521-511

Transition as shown in Index 521-510. • Flare the full height Concrete Barrier / Noise Wall (14'-0") out beyond the clear zone. Flare rates vary based on both design speed and highway application (i.e., Interstate, urban or rural installations). See Standard Plans and FDM for applicable flare rates

SPI-521-511

Transition as shown in Index 521-510.  Flare the full height Concrete Barrier / Noise Wall (14'-0") out beyond the clear zone. Flare rates vary based on both design speed and highway application (i.e., Interstate, urban or rural installations). See Standard Plans and FDM for applicable flare

ICYMI: Search and Rescue Efforts Underway Following Hurricane Ian

: Search and Rescue Efforts Underway Following Hurricane Ian TALLAHASSEE, Fla. — This morning, Road Southbound at US-1 DeSoto County SR 72 at SR 70 Flagler County SR-100 Eastbound at N, , flashlights, and other materials. Additionally, 30 fuel trucks are staged at Lowes store locations for re, Central Florida CareerSource Citrus Levy Marion CareerSource Flagler Volusia CareerSource Central, , Collier, DeSoto, Dixie, Duval, Flagler, Gilchrist, Glades, Hardee, Highlands, Hendry, Hernando

E3Y62-R0

ANCHORAGE ASSEM (REPLACE) (TYPE SRT-350/8) EA 1.000 E536- 6-423 GUARDRAIL END TREATMENT-FLARED APPROACH, E536- 6-425 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, MASH EA 1.000 E536, E536- 65- END ANCHORAGE ASSEM (REMOVE) EA 1.000 E536-301-501 END ANCHOR ASSEM TYPE II (REPL FLARED END, FLARED (REPL FLARED END SECT) EA 1.000 E536-322-502 END ANCHOR ASSEM FLARED (REPL ROUND END SECT) EA 1.000 E536-322-503 END ANCHOR ASSEM FLARED (REPL BUFFER END SECT) EA 1.000 E536-322-506 END ANCHOR

9920000.FHWA

connector shall be made of thermosetting synthetic polymer which is non-flame supporting and which, 0.5 mA. 3.Flame Retardant Test: Flammability tests shall be conducted on the cable, the molded, flame application, on for 15 seconds and off for 15 seconds. The materials shall self-extinguish within one minute upon removal of the flame and not burn through. 4. I n t e r nal Temperature T e s t, the connectors are subjected to an impact caused by dropping a cylindrical 10 pound weight having a flat face 2

2025 FDOT Traffic Engineering Manual

Manual January 2025 Table of Contents viii Chapter 3 SIGNALS 3.1 Using Flashing Mode at Signalized Intersections and Deploying Flashing Beacons……………………………….……………………………………..……..3-1-1 3.1.1, ………....…...……..3-1-1 3.1.2.1 Programmed Flashing Mode…………...………...…..……..3-1-1 3.1.2.2 Non-Programmed Flashing Mode Operation….…………..3-1-2 3.1.3 Flashing Mode Applications …………………………..…..…...……..3-1-2 3.1.3.1 Yellow-Red Flashing Mode…………………………...……..3-1-2 3.1.3.2 Red-Red Flashing Mode

7000000.impl

SS9710000

ASTMD256,MethodA 1.0N·m - FlashPoint ASTMD92 475ºF - *Thedurometer and panel shall be at 110ºF with a 4.4 lb, * ShoreDurometer, A2 65 - Impact Resistance ASTMD256,MethodA 1.0N·m - FlashPoint ASTMD92 475ºF, not exceed 5.0% at the end of the three year service life. Durability shall also include flattening of the profile or raised portions of the line. The flattening of the profile or raised portion

Exhibit 212-2

 LANE TRANSITIONS: 4-LANE ROADWAYS 01/01/2025 EXHIBIT 212-2 NOT TO SCALE Deceleration Length (L) See Exhibit 212-1 For C R C R Varies Varies Queue Length d T C R C R Queue Length d minimum taper rates for lane drop (T ) will be 1:20. Note: For locations with unrelocatable control points T (ft.) T d a (mph) SPEED DESIGN 45 1:25 1:30 1:40 TWO-WAY LEFT-TURN LANES UNDIVIDED FLARED - SYMMETRICAL L* (See Exhibit 212-3 ) 1:4, 50 ft. min. Deceleration Length (L

Exhibit 212-2

 LANE TRANSITIONS: 4-LANE ROADWAYS 01/01/2025 EXHIBIT 212-2 NOT TO SCALE Deceleration Length (L) See Exhibit 212-1 For C R C R Varies Varies Queue Length d T C R C R Queue Length d minimum taper rates for lane drop (T ) will be 1:20. Note: For locations with unrelocatable control points T (ft.) T d a (mph) SPEED DESIGN 45 1:25 1:30 1:40 TWO-WAY LEFT-TURN LANES UNDIVIDED FLARED - SYMMETRICAL L* (See Exhibit 212-3 ) 1:4, 50 ft. min. Deceleration Length (L

Exhibit 212-2

 LANE TRANSITIONS: 4-LANE ROADWAYS 01/01/2025 EXHIBIT 212-2 NOT TO SCALE Deceleration Length (L) See Exhibit 212-1 For C R C R Varies Varies Queue Length d T C R C R Queue Length d minimum taper rates for lane drop (T ) will be 1:20. Note: For locations with unrelocatable control points T (ft.) T d a (mph) SPEED DESIGN 45 1:25 1:30 1:40 TWO-WAY LEFT-TURN LANES UNDIVIDED FLARED - SYMMETRICAL L* (See Exhibit 212-3 ) 1:4, 50 ft. min. Deceleration Length (L

Project Development Engineering Report

of vehicular flow is unavoidable, the appropriate use of lane markings, signs, flagmen and other

fedaidrpt

01000050OFF FLAMINGO BLVD. 0.063BUENA VISTA CIR 0.989US 41/TAMIAMI TRL 0.926UMA STBG 01 01 Charlotte, 01000514OFF FLAMINGO BLVD. 0EDGEWATER DR 2.29SR 776/EL JOBEAN RD 2.29UMA STBG 01 01 Charlotte FHWA-ER, 0.187UL FA-NONE 07 07 Citrus FEMA 02000001OFF E FLORAL PARK DR 0US-41/SR-45/S FLA AV 1.555CR39/S, BLVD 3.28US-41/SR-45/N FLA AV 3.28UMIC STBG 07 07 Citrus FHWA-ER 02000009OFF E CITRUS SPRINGS BLV 3.28US-41/SR-45/N FLA AV 3.298 0.018UMIC STBG PAGE 5 of 360 Run Date: 14-MAY-2025 09:02:06

9920000.origind

. Thedistribution block and each connector shall be made of thermosetting synthetic polymer which is non-flame, current shall not exceed 0.5 mA. 3.Flame Retardant Test: Flammability tests shall be conducted, be subjected to five flame application, on for 15 seconds and off for 15 seconds. The materials shall self-extinguish within one minute upon removal of the flame and not burn through. 4. I n t e r nal, a flat face 2 inches in diameter from a height of 18 inches. 10.FlexTest:Nodetachment