3723 search results for fla

D9710022

show no chipping, flaking, or peeling. Prepare the panels for this test by applying the coating, and that the finish coating has shown satisfactory service characteristics without peeling, chipping, flaking, D 256, Method A 10 in-lb [1.0 N·m] - Flash Point ASTM D 92 475ºF [245ºC] - *The durometer

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d9710022.pdf?sfvrsn=d69b20fc_0

SS4600000

oriented perpendicular to the flanges (‘vertical’, flange to flange). 460-4.4.1.5 Girder Length, flange splice plates, on the right or left end of the plate, corresponding to the girder to which, flange opposite the mark in the splice plate. Asanalternate location for tub girder bottom flange, for shipping to the erection site. Make a matching mark on the girder flange opposite the mark, drawings, near the top flange. Mark diaphragms in the middle upper portion of the web. Mark cross frames

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4600000.pdf?sfvrsn=19f50524_0

SS4600000

using a straightedge oriented perpendicular to the flanges (‘vertical’, flange to flange, flange splice plates, on the right or left end of the plate, corresponding to the girder to which, flange opposite the mark in the splice plate. Asanalternate location for tub girder bottom flange, for shipping to the erection site. Make a matching mark on the girder flange opposite the mark, drawings, near the top flange. Mark diaphragms in the middle upper portion of the web. Mark cross frames

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4600000.pdf?sfvrsn=7060f17e_0

SS4600000

curved girder web flatness using a straightedge oriented perpendicular to the flanges (‘vertical, flange splice plates, on the right or left end of the plate, corresponding to the girder to which, 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 the long side of the plate, on either the right or left, for shipping to the erection site. Make a matching mark on the girder flange opposite the mark

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4600000.pdf?sfvrsn=812265b4_0

SS4600000

curved girder web flatness using a straightedge oriented perpendicular to the flanges (‘vertical, flange splice plates, on the right or left end of the plate, corresponding to the girder to which, 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 the long side of the plate, on either the right or left, for shipping to the erection site. Make a matching mark on the girder flange opposite the mark

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4600000704c0d2d437c438f8b5abc833de0af3f.pdf?sfvrsn=94f55b0e_0

SS4600000

using a straightedge oriented perpendicular to the flanges (‘vertical’, flange to flange, flange splice plates, on the right or left end of the plate, corresponding to the girder to which, flange opposite the mark in the splice plate. Asanalternate location for tub girder bottom flange, for shipping to the erection site. Make a matching mark on the girder flange opposite the mark, drawings, near the top flange. Mark diaphragms in the middle upper portion of the web. Mark cross frames

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4600000e782745f28d14bc28a7ee5746f91ef56.pdf?sfvrsn=2dd36b5a_0

SPI-700-120

’ • Roadside Sign Assembly: o Warning Sign w/Flashing Beacon Assembly ‘1’ o School Zone w/Flashing Beacon Assembly ‘2’ o School Zone w/Speed Feedback & Flashing Beacon Assembly ‘3’ o School Zone, Speed Limit w/Speed Feedback & Flashing Beacon Assembly ‘6’ o Wrong Way w/ Highlighted Sign Assembly ‘7’ o Blank Out Sign Assembly '8’ o Railroad Crossing w/ Flashing Beacon Assembly ‘9’ o

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-700-120.pdf?sfvrsn=2d9d79a1_1

SPI-700-120

Configuration ‘B’ • Roadside Sign Assembly: o Warning Sign w/Flashing Beacon Assembly ‘1’ o School Zone w/Flashing Beacon Assembly ‘2’ o School Zone w/Speed Feedback & Flashing Beacon Assembly ‘3’ o, Assembly ‘5’ o Speed Limit w/Speed Feedback & Flashing Beacon Assembly ‘6’ o Wrong Way w/ Highlighted Sign Assembly ‘7’ o Blank Out Sign Assembly '8’ o Railroad Crossing w/ Flashing Beacon Assembly

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-700-120.pdf?sfvrsn=f0c0541b_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-521-511.pdf?sfvrsn=69821d12_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-511a1abb9bc-830b-4c42-add9-96509fff7172.pdf?sfvrsn=f767f6f2_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-511.pdf?sfvrsn=e798b9ff_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-511d9de9d44-db01-421e-972c-c257470cfbb6.pdf?sfvrsn=9e3a5785_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/apr10/e3y62-r0.pdf?sfvrsn=bcf7fb8_1
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