4643 search results for fla
SS4000100
the vertical sides of the top flange prior to installation of the stay-in-place metal forms in accordance, of the concrete deck. 7.Donotconsiderthepermanent bridge deck form as lateral bracing for compression flanges, and erection plans. Donotrestform sheets directly on the top of the stringer of floor beam flanges, end for metal forms. Place form supports in direct contact with the flange of the stringer or floor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss40001004013e52c172d4ff6a8b87198e5d6e721.pdf?sfvrsn=eabd1ea_0SS4000100
the vertical sides of the top flange prior to installation of the stay-in-place metal forms in accordance, of the concrete deck. 7.Donotconsiderthepermanent bridge deck form as lateral bracing for compression flanges, and erection plans. Donotrestform sheets directly on the top of the stringer of floor beam flanges, end for metal forms. Place form supports in direct contact with the flange of the stringer or floor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4000100.pdf?sfvrsn=230ee162_0430-021
Concrete Pipe d Normal Slope Flattened Slope Cross Drain Mitered End Section Length, Nuts (2 Req.) Flat Washer (1 Req.) " Min. 2 1 1 (See Note 9) " Std. 2 1 6 " 2 1 1, ; burning not permitted. 7. Place flat washers on inside wall of pipe. 6. Place the anchors
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/430-021.pdf?sfvrsn=1a1fdcf_1430-021
Concrete Pipe d Normal Slope Flattened Slope Cross Drain Mitered End Section Length, 1 " x 2 1 2 " Steel Bar (Bell & Spigot) 4 1 " x 2 1 2 " 2 1 Hex Nuts (2 Req.) Flat, . 7. Place flat washers on inside wall of pipe. 6. Place the anchors in the outside crest
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/430-021.pdf?sfvrsn=1d8aa536_14600402.FHWA
on the splice plate. Placethe mark on top or bottom flange splice plates, on the right or left end, to the erection site. Place a corresponding mark on the girder flange opposite the mark in the splice plate. Asanalternate location for tub girder bottom flange splice plates, place the mark midway down, on the girder flange opposite the mark on the splice plate. Markgirdersandbeams on the left end, according to the orientation shown in the shop drawings, near the top flange. Mark diaphragms
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4600402.fhwa.pdf?sfvrsn=95b91a2c_0D005011m.do
With Flashing Light and Radar; PRS Portable Regulatory Sign; RSDU Radar Speed Display Unit. Index No. 102, emphasis flag notice added that states: ‘THE TEMPORARY CONCRETE BARRIER WALL UNIT SHOWN ON THIS INDEX, . ‘STEEL FLANGED CHANNEL POST DETAILS’, ‘SIGN ATTACHMENT DETAIL’, ‘Bearing Plate’ – Bearing Plate deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d005011m.do.pdf?sfvrsn=f5e2d4e2_0D005011m.do
With Flashing Light and Radar; PRS Portable Regulatory Sign; RSDU Radar Speed Display Unit. Index No. 102, emphasis flag notice added that states: ‘THE TEMPORARY CONCRETE BARRIER WALL UNIT SHOWN ON THIS INDEX, . ‘STEEL FLANGED CHANNEL POST DETAILS’, ‘SIGN ATTACHMENT DETAIL’, ‘Bearing Plate’ – Bearing Plate deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d005011m.do.pdf?sfvrsn=193ea896_0FDOT TA Set-Aside Program Adopted Work Program FY 2024-2025 – FY 2028-2029 Detailed Table Set_as-of-2024-07-01_ADA
$320,937 1 4463401 CHARLOTTE SR 776 (EL JOBEAN RD) AT FLAMINGO BLVD PEDESTRIAN SAFETY IMPROVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/systems-management/document-repository/tap/fdot-ta-set-aside-program-adopted-work-program-fy-2024-2025-fy-2028-2029-detailed-table-set_as-of-2024-07-01_ada.pdf?sfvrsn=96f59683_1E3Y68-R0
1.000 0580- 5-523 LANDSCAPE- TREES, FLORIDA FLAME RED MAPLE, ACER RUBRUM 'FLORIDA FLAME', 11-14' OVERALL HEIGHT EA 1.000 0580- 5-524 LANDSCAPE- TREES, FLORIDA FLAME RED MAPLE, ACER RUBRUM 'FLORIDA FLAME', 15-18' OVERALL HEIGHT EA 1.000 0580- 5-542 LANDSCAPE- TREES, EAGLESTON HOLLY ILEX ATTENUATA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/may08/e3y68-r0.pdf?sfvrsn=e2291f2_19920205-722impl
is non-flame supporting and which remains flexible over a temperature range of minus40°F to plus 190°F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9920205-722impl.pdf?sfvrsn=c02fa93d_23200303.origind
to the temperatures required for the various mixtures. Heat the material in such a manner that no flame comes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/3200303.origind.pdf?sfvrsn=a9eb412a_09730000.FHWA
shall meet a flame spread index of Class B in accordance with ASTM E84 and meet the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/9730000.fhwa.pdf?sfvrsn=15af4f32_0E3Y68-R0
0580- 5-523 LANDSCAPE- TREES, FLORIDA FLAME RED MAPLE, ACER RUBRUM 'FLORIDA FLAME', 11-14' OVERALL HEIGHT EA 1.000 0580- 5-524 LANDSCAPE- TREES, FLORIDA FLAME RED MAPLE, ACER RUBRUM 'FLORIDA FLAME', 15-18' OVERALL HEIGHT EA 1.000 0580- 5-542 LANDSCAPE- TREES, EAGLESTON HOLLY ILEX ATTENUATA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/may15/e3y68-r0.pdf?sfvrsn=abf5fef7_1649-031
' ¡ Pole Connection Plate Face of Arm Base Plate at ¡ Arm M i n . M i n . Measured Flat To Flat 'FC', 'FG', 'UD' - Base Diameters 'FB', 'FF', 'UC' - Tip Diameters Center of Arm or Pole, . Plate Pole and Hole (Typ.) 4" Ø Wiring Thickness 0.6 x Wall Center to Flat Inside Radius, i n . M i n . Measured Flat To Flat 'SC', 'SG' - Base Diameters 'SB', 'SF' - Tip Diameters, Mast Center To Flat Inside Radius Measured Connection Plates (Typ.) Offset to Avoid Side 4" Ø
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/649-031.pdf?sfvrsn=aebd26e7_1649-031
of Arm Base Plate at ¡ Arm M i n . M i n . Measured Flat To Flat 'FC', 'FG', 'UD' - Base, " Ø Wiring Thickness 0.6 x Wall Center to Flat Inside Radius Measured (See Note 1) Splice = 3'-0, Flat To Flat 'SC', 'SG' - Base Diameters 'SB', 'SF' - Tip Diameters Mast Arm Extension Center, Arm Extension ¡ First Mast Center Of Pole Arm Extension ¡ Second Mast Center To Flat Inside, clockwise from First Mast Arm. flange width, height, and length as the MC 10x33.6 Channel section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/649-031.pdf?sfvrsn=28e03629_1fdot-bdv24-977-23-rpt
sequence similarity of the 5’ and 3’ intronic sequence flanking exon 2 region. We found several regions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv24-977-23-rpt.pdf?sfvrsn=507c7b84_144893815201-PLANS-01-ROADWAY-VERIFIEDUTILITIES
25 LIMITS: SR 25(US 27) MP 7.704 TO MP 11.747(ALONG SR25 FROM STITT RANCH TO FLAGHOLE ROAD) 5066
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-plans-01-roadway-verifiedutilities.pdf?sfvrsn=37e2325e_144893815201-PLANS-01-ROADWAY-VERIFIEDUTILITIES (1)
LIMITS: SR 25(US 27) MP 7.704 TO MP 11.747(ALONG SR25 FROM STITT RANCH TO FLAGHOLE ROAD) 5066
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-plans-01-roadway-verifiedutilities-(1).pdf?sfvrsn=9c3a2cd7_1F5007Advertisement
alarm/(suppression in areas if needed, flammable storage) • Steel bollards painted safety yellow
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/fco/f5007/f5007advertisement.pdf?sfvrsn=717ad20b_1D3-04-10-25BSN
0654- 2- 21 MIDBLOCK CROSSWALK: RECTANGULAR RAPID FLASHING BEACON, FURNISH & INSTALL- SOLAR, END ANCHORAGE ASSEM (REPLACE) (TYPE SRT-350/8) EA 2.000 E536- 6-423 GUARDRAIL END TREATMENT-FLARED, ) EA 2.000 E536- 6-425 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, MASH EA 2.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/apr10/d3-04-10-25bsn.pdf?sfvrsn=b5091733_1