4643 search results for fla
D9160000.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_0DSPI-D540-001
Specialty Engineer. Only HTCB systems on slopes 1:6 or flatter that have been crash tested, , are as follows: 1. Where possible, locate HTCB on relatively flat, unobstructed terrain with a slope of 1:10 or flatter. 2. Locate on shoulders or median cross-slopes up to 1:6. 3. If slopes steeper, Index D540-001 High Tension Cable Barrier February 2025 4 Systems installed within fairly flat, water runoff or drainage features exist. For slopes of 1:6 or flatter follow the HTCB Lateral Offset
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/dev/dspi/dspi-d540-001.pdf?sfvrsn=450ce70f_66410000.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_0SPI-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_14600101int
on the splice plate. Place the mark on top or bottom flange splice plates, on the right or left, to the erection site. Place a corresponding mark on the girder flange opposite the mark in the splice plate. As an alternate location for tub girder bottom flange splice plates, place the mark midway, a matching mark on the girder flange opposite the mark on the splice plate. Mark girders and beams on the left end, according to the orientation shown in the shop drawings, near the top flange. Mark
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/4600101int05146ff4-3141-4300-9fa7-96a4e4dc97a6.pdf?sfvrsn=396cff93_14600101ind
on the splice plate. Place the mark on top or bottom flange splice plates, on the right or left, to the erection site. Place a corresponding mark on the girder flange opposite the mark in the splice plate. As an alternate location for tub girder bottom flange splice plates, place the mark midway, a matching mark on the girder flange opposite the mark on the splice plate. Mark girders and beams on the left end, according to the orientation shown in the shop drawings, near the top flange. Mark
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/4600101ind.pdf?sfvrsn=c300de54_17000000-723comm
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_12026_FL_Airport_Directory
Fernandina Beach Municipal Airport ..............................................29 Flagler Executive, . Private airports are for use by the owner and invited guests only. Flagler Executive Airport
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/aviation/2026_fl_airport_directory.pdf?sfvrsn=5b7da691_19950207-122origind
D3359, ASTM D3363, and ASTM D522. Surface erosion, flaking, or oxidation must not occur within, ), as per ASTM D746 4. Flammability: Self-extinguishing, as per ASTM D635 5. Tensile Strength, yield, Brittleness Temp. Below -200°F (-129°C) ASTM D 746 Flammability Self-extinguishing ASTM D 635 Tensile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/9950207-122origind.pdf?sfvrsn=cf07cbcf_2Product Specifications
and Supplemental Requirements Document Links APL Specification Number - Name Rev No Automated Flagger, Assemblies 14.0 Rectangular Rapid Flashing Beacon 654 - Midblock Crosswalk Enhancement Assemblies
https://www.fdot.gov/traffic/traf-sys/product-specifications.shtmchgtab
composition and binder content requirements, and flashpoint requirements 5 SUPPLEMENTAL SPECIFICATIONS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/chgtab.pdf?sfvrsn=ebea6ee8_04130000.FHWA
FlashPoint(ASTM3278) Greaterthan200°FSETA ResistancetoChlorideionpenetration AASHTOT259andT260, FlashPoint(ASTMD93) >200 o F(PenskyMartens CC) Odor Low Bulk Cure Speed 3Hours@73 o F(max, dye VOC content (EPA method 24) Lessthan350g/l FlashPoint(ASTM3278) Greaterthan200°FSETA, ) 14-20cpsat50rpm Density(ASTM D1481) 8.5-9.0lb/glat77 o F FlashPoint(ASTMD93) >200 o F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/4130000.fhwa.pdf?sfvrsn=b79173f_04130000.FHWA-REVISED
content (EPA method 24) Lessthan350g/l FlashPoint(ASTM3278) Greaterthan200°FSETA, ) 14-20cpsat50rpm Density(ASTM D1481) 8.5-9.0lb/glat77 o F FlashPoint(ASTMD93) >200 o F(PenskyMartens CC, , or light gray color or fugitive dye VOC content (EPA method 24) Lessthan350g/l FlashPoint(ASTM3278, Viscosity (Brookfield RVT) 14-20cpsat50rpm Density(ASTM D1481) 8.5-9.0lb/glat77 o F FlashPoint
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/4130000.fhwa-revised.pdf?sfvrsn=1c6741c5_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_1654-001IndReviewResponse
Industry Review Comments and Responses FDOT – Standard Plans 1 Index 654-001 Rectangular Rapid Flashing Beacon Assembly ORIGINATION Date: May 25, 2023 Name: Rick Jenkins Phone: (850) 414-4355 Email: Rick.Jenkins@dot.state.fl.us COMMENTARY Note 4 and callouts were updated at the request of the TERL to allow for various sign options. Note 12 was added because of new spread footing design option in Standard Plans Index 700-120. COMMENTS AND RESPONSES BLACK = Industry Review
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/654-001indreviewresponse.pdf?sfvrsn=a6627b46_1