4494 search results for fla

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

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

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

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

fdot-bed65-rpt

University 10555 West Flagler Street, EC 3680 Miami, FL 33174 11. Contract or Grant No. BED65-DOT, support and negative moment region in continuous bridges, the upper flanges of the girders experience, at the connection of the HRBS to the tension flange at that location. This also generates potential, the stiffener (connection) plate to the flange. This will be accomplished through a review of the literature, girder flanges experience tensile stress variations from the live load, and therefore, create

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

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

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

4501105.FHWA

operation, cut the exposed strands to required length, using an oxygen flame or mechanical cutting device, of 1/16 inch, and forming a vertical flat plane at the end of the beam without deviations, to required length, using an oxygen flame or mechanical cutting device. Do not use electric arc, thickness of the epoxy coating must be a minimum of 1/16 inch and form a vertical flat plane without

Florida TIM Newsletter - June 2023

Center Pompano Beach, FL 33069 8/17/23 9:30 - 11 AM 5 I-95 North (Volusia/Flagler) Quarterly TIM, , at approximately 10:30 AM, a truck tractor/flatbed semitrailer combination was traveling southbound, slamming on his brakes, two Duke metal/concrete poles broke loose from the tie- downs on the flatbed, of the truck tractor and out of the front window before coming to final rest. The truck tractor/flatbed, of the poles remaining in the cab. » The truck tractor/flatbed semitrailer combination was hauling

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

SS9710000

, A2 40 75 Impact Resistance ASTMD256,MethodA 1.0N·m - FlashPoint ASTMD92 475ºF - *Thedurometer, * ShoreDurometer, A2 5 30 Impact Resistance ASTMD256,MethodA 1.0N·m - FlashPoint ASTMD92 475ºF, ASTMD2240* ShoreDurometer, A2 65 - Impact Resistance ASTMD256,MethodA 1.0N·m - FlashPoint ASTMD92, life. Durability shall also include flattening of the profile or raised portions of the line. The flattening of the profile or raised portion of the line shall not exceed 25% at the end of the three

SS9710000

, A2 40 75 Impact Resistance ASTMD256,MethodA 1.0N·m - FlashPoint ASTMD92 475ºF - *Thedurometer, * ShoreDurometer, A2 5 30 Impact Resistance ASTMD256,MethodA 1.0N·m - FlashPoint ASTMD92 475ºF, ASTMD2240* ShoreDurometer, A2 65 - Impact Resistance ASTMD256,MethodA 1.0N·m - FlashPoint ASTMD92, life. Durability shall also include flattening of the profile or raised portions of the line. The flattening of the profile or raised portion of the line shall not exceed 25% at the end of the three

4000404.comm

supporting this falsework can experience excessive web plate deformations, top and bottom flange, the following: "Where practical, forming brackets should be carried to the intersection of the bottom flange, Specifications: "Wherever practical, overhang brackets should bear ear the bottom flange and be attached to the top flange. If overhang brackets bear against the web, the Contractor’s Engineer shall ensure, of the wet slab and forms. The lateral force on the top flange due to overhang brackets shall

4000404.resp

supporting this falsework can experience excessive web plate deformations, top and bottom flange, the following: "Where practical, forming brackets should be carried to the intersection of the bottom flange, Specifications: "Wherever practical, overhang brackets should bear ear the bottom flange and be attached to the top flange. If overhang brackets bear against the web, the Contractor’s Engineer shall ensure, of the wet slab and forms. The lateral force on the top flange due to overhang brackets shall