4542 search results for fla
460-475FHWAApproved
and shall be finished flat by Intermediate Deck Joints Detail, Index 460-470, Sheet 2, as required, ) shown, Flared Curb remain (Parallel Curb Approach Slab Curb to Plans for Details of Sidewalk, Sidewalk Wing Wall similar shown, Existing Parallel Existing Flared Wing Wall Begin or End Bridge, THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED SIDEWALKS SCHEME 2, with flared Approach Slab Curbs. Shape and height of Transition Block or Curb shall match existing bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/460-475fhwaapproved.pdf?sfvrsn=5545283d_19730000.impl
profiles located on bridge and overhead sign structures shall meet a flame spread index of Class B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/9730000.impl.pdf?sfvrsn=564d6be8_09710104-724origind
- Flash Point AASHTO T 250STM D92 475ºF - * The durometer and panel shall be at 115ºF with a 1,000, D256, Method AAASHTO T 250 1.0 N·m - Flash Point AASHTO T 250STM D92 475ºF - *The durometer, flattening of the profile or raised portions of the line. The flattening of the profile or raised, - Flash Point AASHTO T 250STM D92 475°F - *The durometer and panel shall be at 115°F, with a 1,000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9710104-724origind.pdf?sfvrsn=83918e93_19710000-722impl
A 1.0 N·m - Flash Point ASTM D92 475ºF - * The durometer and panel shall be at 115ºF with a 1,000 g, A Durometer 65 - Impact Resistance ASTM D256, Method A 1.0 N·m - Flash Point ASTM D92 475ºF, not be less than 150 mcd/lx·m2. 971-9.4.3 Durability: Durability shall include flattening of the profile or raised portions of the line. The flattening of the profile or raised portion of the line, Resistance ASTM D256, Method A 1.0 N·m - Flash Point ASTM D92 475°F - *The durometer and panel shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9710000-722impl.pdf?sfvrsn=856948e1_29710000-722origind
·m - Flash Point ASTM D92 475ºF - * The durometer and panel shall be at 115ºF with a 1,000 g load, Resistance ASTM D256, Method A 1.0 N·m - Flash Point ASTM D92 475ºF - *The durometer and panel shall, . 971-9.4.3 Durability: Durability shall 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, * Type A Durometer 55 85 Impact Resistance ASTM D256, Method A 1.0 N·m - Flash Point ASTM D92 475°F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/9710000-722origind.pdf?sfvrsn=4b0a7fe5_2D9160000.do
, AASHTO T44 inTrichlorethylene Minimum 99.0% Smoke Point, FM 5-519 COC Minimum 260ºF (125ºC) Flash, ] after TFOT Visc. 140ºF [60ºC] before TFOT maximum 3 Smoke Point COC minimum 260ºF [125ºC] Flash, ) minimum 60% Particle Charge Test (c) positive TestsonResidue:(d) FlashPoint COC minimum 410ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9160000.do.pdf?sfvrsn=e6ea23c1_0D9160000.do
, AASHTO T44 inTrichlorethylene Minimum 99.0% Smoke Point, FM 5-519 COC Minimum 260ºF (125ºC) Flash, ] after TFOT Visc. 140ºF [60ºC] before TFOT maximum 3 Smoke Point COC minimum 260ºF [125ºC] Flash, ) minimum 60% Particle Charge Test (c) positive TestsonResidue:(d) FlashPoint COC minimum 410ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9160000.do058a2a9d52fd4720b9dcc0007e7e6715.pdf?sfvrsn=32a89438_0SS9160000
% Smoke Point, FM 5-519 COC Minimum 260ºF Flash Point, AASHTO T48 COC Minimum 450ºF Rotational, Visc.140ºFafterRTFOT Visc.140ºFbeforeRTFOTmaximum 3 Smoke Point FM 5-519 COC minimum 260ºF Flash, 20% Particle Charge Test (c) positive TestonResidue:(d) FlashPoint COC minimum 410ºF Viscosity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9160000.pdf?sfvrsn=269bd466_0SS9160000
% Smoke Point, FM 5-519 COC Minimum 260ºF Flash Point, AASHTO T 48 COC Minimum 450ºF Rotational, RECYCLING AGENTS Test Conditions Recycling Agent Minimum/Maximum Value Flash Point AASHTO T, by Distillation (b) minimum 20% Particle Charge Test (c) positive TestonResidue:(d) FlashPoint COC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss9160000.pdf?sfvrsn=8d3fb2eb_0715-003
1 FIXTURE ARM ASSEMBLY Alloy Group 2, Condition CW1. flat washers per ASTM F593G & F594G, bolts, . For precast foundations, the circular bottom. 6" pitch, 3 flat turns top and 1 flat turn centers, depths shown. 1:4 and equal to or flatter than 1:2 add flatter than 1:4. For slopes steeper than 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/715-003.pdf?sfvrsn=6f997df1_1SS1020000
. 102-5.7 Flagger: Provide trained flaggers in accordance with Section 105, -way operations, locate the flaggers within view of each other when possible. When visual contact between flaggers is not possible, equip them with 2-way radios, official, or pilot vehicle(s, . Equipallothervehiclesandequipmentwithaminimum of 4 ft 2 of reflective sheeting or flashing lights, . 102-9.4 High Intensity Flashing Lights: Furnish Type B lights in accordance with the plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1020000.pdf?sfvrsn=dd67c17f_0SS1020000
. 102-5.7 Flagger: Provide trained flaggers in accordance with Section 105, -way operations, locate the flaggers within view of each other when possible. When visual contact between flaggers is not possible, equip them with 2-way radios, official, or pilot vehicle(s, . Equipallothervehiclesandequipmentwithaminimum of 4 ft 2 of reflective sheeting or flashing lights, . 102-9.4 High Intensity Flashing Lights: Furnish Type B lights in accordance with the plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1020000f4f1a13498ef4296b3fb2f5498901ec9.pdf?sfvrsn=4f3a0087_0SS1020000
the potential for injury no longer exists. 102-5.7 Flagger: Provide trained flaggers in accordance, 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 with 2-way, . Equipallothervehiclesandequipmentwithaminimum of 4 ft 2 of retroreflective sheeting or flashing, of the Engineer. 102-9.4 High Intensity Flashing Lights: Furnish Type B lights in accordance with the plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss1020000.pdf?sfvrsn=55a505cc_0ST JOHNS_Draft Tentative Work Program Public Hearing_By Project_10-11-2023
$4,000,000 433126-4 - NORTHEAST FLA REG APT DESIGN & CONST HANGARS PFL0014305 Type of Work: AVIATION, : Aviation 439967-1 - NORTHEAST FLA REG APT DESIGN & CONST ARFF BUILDING PART 139 PFL0007619 Type, $1,667,000 Local $75,000 State $75,000 Total for Project 439967-1 $1,817,000 439968-1 - NE FLA REG, $1,868,027 $6,801,406 210265-9 - SRA1A FROM FLAGLER C/L TO E MAGNOLIA AVE Type of Work: RESURFACING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/st-johns_draft-tentative-work-program-public-hearing_by-project_10-11-2023.pdf?sfvrsn=b830ddd1_1ST JOHNS_Draft Tentative Work Program Public Hearing_D2 By Description_10-11-2023
for Project 433126-2 $2,000,000 439968-1 - NE FLA REG APT ACQUISITION OF INDEX B ARFF VEH REQ PART 139, Logistics And Passenger Operations Program: Aviation 439967-1 - NORTHEAST FLA REG APT DESIGN & CONST, 439967-1 $1,817,000 433126-4 - NORTHEAST FLA REG APT DESIGN & CONST HANGARS PFL0014305 Type of Work, State $1,105,549 Total for Project 210265-8 $1,868,027 $6,801,406 210265-9 - SRA1A FROM FLAGLER C/L
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/st-johns_draft-tentative-work-program-public-hearing_d2-by-description_10-11-2023.pdf?sfvrsn=6437cf63_16410000.origind
have a smooth finish free from cracks, blow-holes, shrinks, and other flaws. All roller fairlead, not sag. The winch cabinet door must be double flanged and include neoprene closed-cell gaskets, not sag. The winch cabinet door opening must be double flanged. The winch cabinet door must iInclude
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/6410000.origind.pdf?sfvrsn=82f6e35d_07000000-723comm
to a sign used 2” flat panel attached to sign post channel, not a round post. See link. I would recommend using U-Clamps to attach the flat aluminum panel with reflective strip to our round sign posts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/7000000-723comm.pdf?sfvrsn=3463987f_1SPI-544-001
. Provide flat (1:10 or flatter) terrain for vehicles approaching a crash cushion, assuming a maximum 15 degree roadway departure angle for errant vehicles. Maintain flat terrain at least 2 feet from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-544-001.pdf?sfvrsn=8befd650_2SPI-544-001
. Provide flat (1:10 or flatter) terrain for vehicles approaching a crash cushion, assuming a maximum 15-degree roadway departure angle for errant vehicles. Maintain flat terrain at least 2 feet from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-544-001.pdf?sfvrsn=94d73e1f_1SPI-544-001
Details FY 2026-27 3 H. Grading: Meet the requirements of FDM 215. Provide flat (1:10 or flatter, angle for errant vehicles. Maintain flat terrain at least 2 feet from the face of the crash cushion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-544-001.pdf?sfvrsn=bfe48482_1