4643 search results for fla
SPI-536-001
taper (a.k.a. flare) to accommodate such changes in guardrail offsets. See the layouts in the Index
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-536-001.pdf?sfvrsn=316ef91b_1SPI-536-001
, will require a change in guardrail offset. Use a linear taper (a.k.a. flare) to accommodate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-536-001.pdf?sfvrsn=586b4e8_14520200.FHWA
and the temperature of the substrate exceeding 95°F at any point on the surface. Direct flame heating, of the substrate exceeding 95°F at any point on the surface. Direct flame heating of the concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/4520200.fhwa.pdf?sfvrsn=713bf88c_0649-031FHWAApprovedPkg
. M i n . Measured Flat To Flat 'FC', 'FG', 'UD' - Base Diameters 'FB', 'FF', 'UC' - Tip, Center to Flat Inside Radius Measured (See Note 1) Splice = 3'-0" (Nominal) (2'-0" Min.) Five Times, F ' ' S C ' 1" Min. (Typ.) (Typ.) ¡ Pole M i n . M i n . Measured Flat To Flat, ¡ First Mast Center Of Pole Arm Extension ¡ Second Mast Center To Flat Inside Radius Measured, HANDHOLE AND POLE TOP DETAILS " Ø Min. Bolt 8 3 Flat Washer " 16 3 Lifting Bar Nut 1" Min. Weld
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/649-031fhwaapprovedpkg.pdf?sfvrsn=6b26efe0_1515-070
. F. Aluminum Shims: ASTM B209, Alloy 6061 d. Flat Washers: ASTM F436 c. Hex Nuts: ASTM A563 b, � Handrail Post " 2 1 R 1 1" Ø Bar � Bolt Holes � Guiderail & Plate ƀ" ℅ Base Post Flat Washers, � Guiderail Flat Washers (Typ.) " Anchorage Bolts with 16 7 " Ø Holes (Max.) for 16 9 Flat Washers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/515-070.pdf?sfvrsn=dbbff9df_1515-080
and 932. E. Aluminum Shims: ASTM B209, Alloy 6061 d. Flat Washers: ASTM F436 c. Hex Nuts: ASTM, � Handrail Post " 2 1 R 1 1" Ø Bar � Bolt Holes � Guiderail & Plate ƀ" ℅ Base Post Flat, " Plate 8 1 � Bolt Holes � Guiderail Flat Washers (Typ.) " Anchorage Bolts with 16 7 " Ø Holes (Max.) for 16 9 Flat Washers (Typ.) Ƃ" Anchorage Bolts with Ǝ" Ø (Max.) Holes for Post Post
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/515-080.pdf?sfvrsn=3dfbe26f_1700-011eRedLines
Equal Spaces 4'-0" Min. to 8'-0" Max. Nuts and Washers Head Bolts with Flat or Button " Dia
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/errata/700-011eredlines.pdf?sfvrsn=42c5d1b0_1700-011RedLines
and Washers Head Bolts with Flat or Button " Dia. Aluminum 4 1 Vertical Brace (See General Note 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/errata/700-011redlines.pdf?sfvrsn=48ff8e78_1649-031IntReviewPkg
TOP DETAILS " Ø Min. Bolt 8 3 Flat Washer " 16 3 Lifting Bar Nut 1" Min. Weld, . and wiring is accommodated. Cap may be flat plate or domed cap with 4. Any combination of Option, HANDHOLE AND POLE TOP DETAILS " Ø Min. Bolt 8 3 Flat Washer 16 3 Lifting Bar Nut 1" Min, . and wiring is accommodated. Cap may be flat plate or domed cap with 4. Any combination of Option
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/649-031intreviewpkg.pdf?sfvrsn=b05a439c_1649-031IndReviewPkg
HANDHOLE AND POLE TOP DETAILS " Ø Min. Bolt 8 3 Flat Washer " 16 3 Lifting Bar Nut 1" Min, screws. and wiring is accommodated. Cap may be flat plate or domed cap with 4. Any combination, AND POLE TOP DETAILS " Ø Min. Bolt 8 3 Flat Washer 16 3 Lifting Bar Nut 1" Min. Weld To Underside, is accommodated. Cap may be flat plate or domed cap with 4. Any combination of Option 'a' or 'b' may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/649-031indreviewpkg.pdf?sfvrsn=299cbd0e_1649-031FHWAReviewPkg
HANDHOLE AND POLE TOP DETAILS " Ø Min. Bolt 8 3 Flat Washer " 16 3 Lifting Bar Nut 1" Min, screws. and wiring is accommodated. Cap may be flat plate or domed cap with 4. Any combination, AND POLE TOP DETAILS " Ø Min. Bolt 8 3 Flat Washer 16 3 Lifting Bar Nut 1" Min. Weld To Underside, is accommodated. Cap may be flat plate or domed cap with 4. Any combination of Option 'a' or 'b' may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/649-031fhwareviewpkg.pdf?sfvrsn=7b938332_1515-070
. F. Aluminum Shims: ASTM B209, Alloy 6061 d. Flat Washers: ASTM F436 c. Hex Nuts: ASTM A563 b, 1 R 1 1" Ø Bar � Bolt Holes � Guiderail & Plate ƀ" ℅ Base Post Flat Washers (Typ, Holes � Guiderail & ƀ" ℅ Base Plate ƀ" ℅ Base Plate " Plate 8 1 � Bolt Holes � Guiderail Flat Washers (Typ.) " Anchorage Bolts with 16 7 " Ø Holes (Max.) for 16 9 Flat Washers (Typ.) Ƃ
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/515-070.pdf?sfvrsn=e6e7212c_1515-080
and 932. E. Aluminum Shims: ASTM B209, Alloy 6061 d. Flat Washers: ASTM F436 c. Hex Nuts: ASTM A563, Post " 2 1 R 1 1" Ø Bar � Bolt Holes � Guiderail & Plate ƀ" ℅ Base Post Flat Washers (Typ, � Bolt Holes � Guiderail Flat Washers (Typ.) " Anchorage Bolts with 16 7 " Ø Holes (Max.) for 16 9 Flat Washers (Typ.) Ƃ" Anchorage Bolts with Ǝ" Ø (Max.) Holes for Post Post sharp edges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/515-080.pdf?sfvrsn=7ff44cf4_1649-031FHWAApproved
HANDHOLE AND POLE TOP DETAILS " Ø Min. Bolt 8 3 Flat Washer " 16 3 Lifting Bar Nut 1" Min, screws. and wiring is accommodated. Cap may be flat plate or domed cap with 4. Any combination, FY 2025-26 SHEET INDEX HANDHOLE AND POLE TOP DETAILS " Ø Min. Bolt 8 3 Flat Washer 16 3, where the set screws. and wiring is accommodated. Cap may be flat plate or domed cap with 4. Any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/649-031fhwaapproved.pdf?sfvrsn=5206ad46_1700-011RL
with Flat or Button " Dia. Aluminum 4 1 Vertical Brace (See General Note 4) (See Note 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/errata/700-011rl.pdf?sfvrsn=572eb6de_4John Bolton resume 9-10-24
-tensioned flat slab bridges at North Bay Village. Another project was the I-95 Bridge Repairs from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/john-bolton-resume-9-10-24.pdf?sfvrsn=38cff459_1SPM7000100 InternalCommentResponse
reference the standard plans for flat head fasteners since the plans allow for SS or Aluminum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/comments-responses/spm7000100-internalcommentresponse.pdf?sfvrsn=1df49ace_1SS1205000redline
work will result in a flat bottom ditch. V-shaped ditches will not be permitted. Ditches
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/maintenance/review-package/ss1205000redline.pdf?sfvrsn=f5c71a94_07010201-724IMPL
Thickness: Apply flat base lines having a minimum thickness of 0.100 inches or 100 mils and not exceeding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/7010201-724impl.pdf?sfvrsn=b4ec2500_14552000.origind
equipment and methods designed so that the completed shaft excavation will have a flat bottom. Ensure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/4552000.origind.pdf?sfvrsn=8e24c162_0