4380 search results for fla
SPM1070000-122impl
mowing equipment with a slow-moving vehicle sign located on the rear of the tractor, amber flashing light or white strobe light mounted on the tractor, 18-inch X 18-inch fluorescent orange warning flags
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/maintenance/implemented/spm1070000-122impl.pdf?sfvrsn=d281541a_25710000.fhwa
material having defects, tears, punctures, flaws, deterioration or other damage before, during or after, . TheEngineer will reject any material having defects, tears, punctures, flaws, deterioration or other damage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/5710000.fhwa.pdf?sfvrsn=35679320_06410202.FHWA
finished castings must have a smooth finish free from cracks, blow-holes, shrinks, and other flaws, , and other flaws. All roller fairlead frames must be corrosion resistant stainless steel or aluminum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/6410202.fhwa.pdf?sfvrsn=6bfd2b5a_06350200FHWA
: Ensure the bodies and covers of these products are free of flaws such as cracks, sharp, broken, the bodies and covers of these products are free of flaws such as cracks, sharp, broken, or uneven edges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/6350200fhwa.pdf?sfvrsn=49990ebe_1AppendixF
430-012 Concrete Energy Dissipater Single 30" thru 72" Limited No No No NA NA 430-020 Flared End, Flared End Section Concrete Single 12" thru 72" Yes (c) Very Good (c) Outside CZ No Very Good, be necessary. Flared end section sizes 12 inch and 15 inch may be located as close as 8 feet beyond
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide/appendixf.pdf?sfvrsn=af59f7ce_5E6P22-R0
) EA 5.000 E536- 6-423 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, NCHRP 350 EA, E536-301-501 END ANCHOR ASSEM TYPE II (REPL FLARED END SECT) EA 2.000 E536-301-503 END ANCHOR ASSEM, ASSEMBLY (REGENT C) GUARDRAIL BEAM EA 2.000 E536-322-511 END ANCHOR ASSEM FLARED (REPL SPECIAL END
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/feb22/e6p22-r0.pdf?sfvrsn=6668f8b4_1F6010NonTechSpecs
other materials Deck (check for flatness, machine and resurface if needed) 7.2.2.2 Crankshaft, . 7.2.2.3 Heads Check for flatness; resurface if necessary, Check valves for sealing; valve job, , and terminals shall be formed neatly with wires grouped in bundles using non-metallic, flame-resistant wiring
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/fco/f6010/f6010nontechspecs.pdf?sfvrsn=e12774c5_1Martin Co_Monterey Rd ConceptDev_Appendix
during the study month for a congested TMC, flag it as construction-affected. Figure 7 shows a location, , flag it as programmed. 4.) Manual Screening – Upon site review, determine if characteristics, flagged in the screening process due to 1) limited data availability, 2) dense urban settings, or 3, . "*" Locations flagged in the screening process due to 1) limited data availability, 2) dense urban settings, flagged in the screening process due to 1) limited data availability, 2) dense urban settings, or 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/montereyrd-fec-study-documents/martin-co_monterey-rd-conceptdev_appendix.pdf?sfvrsn=69f8a97a_1520-001
. pavement on tangents and flat curves are to match the pavement joints at 10' centers (max, PLAN ELEVATION PLAN ELEVATION PLAN FLARED END CURB TYPE A STRAIGHT END FLARED END STRAIGHT END
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/520-001.pdf?sfvrsn=d9639d08_1520-001
. pavement on tangents and flat curves are to match the pavement joints at 10' centers (max.). Contraction, ELEVATION PLAN ELEVATION PLAN FLARED END CURB TYPE A STRAIGHT END FLARED END STRAIGHT END 2 0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/520-001.pdf?sfvrsn=4fb7cf7e_1520-001
. pavement on tangents and flat curves are to match the pavement joints at 10' centers (max.). Contraction, ELEVATION PLAN ELEVATION PLAN FLARED END CURB TYPE A STRAIGHT END FLARED END STRAIGHT END 2 0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/520-001.pdf?sfvrsn=3013b429_1447435 Technical Scope_Final
, CATV; FPL – Gas; Fla Gas Trans – Gas; Gulfstream – Natural Gas; Frontier – CATV, Comm Lines, (23) existing flared concrete driveway turnouts that vary in width and location and should
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25119/447435-technical-scope_final.pdf?sfvrsn=c64b8a4a_1Governing-Board-Meeting-Packet-January-23-2025
Boundaries FLAL-24-001 OKAL-24-001 LEEC-24-001 HILL-24-001 SPAC-24-001 STLU-24-001 Orlando
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2025/governing-board-meeting-packet-january-23-2025.pdf?sfvrsn=73752f2c_1521-481
be burned off 1" below existing adjoining areas and finish flat by grouting or grinding as required, (See Note 1) Retrofit Railing (if present) and Vertical Face Retrofit Railing Begin Flared, only) Dowel Bars 6D @ 1'-3" Spacing Bend) (Typ.) Bars 5S (Field Wing Wall Existing Flared Slab, Bars 6D @ 7 FLARED WING WALLS RAILING END TREATMENT FOR SCHEME 3 (Railing Reinforcing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/521-481.pdf?sfvrsn=f476e57d_1521-483
shall be burned off 1" below existing concrete and grouted over. and finish flat by grouting, ) Parallel Portion of Vertical Face Retrofit Face Retrofit Railing Begin Flared portion of Vertical, of bars only) " Spacing ƀ Dowel Bars 6D @ 7 FLARED WING WALLS RAILING END TREATMENT FOR SCHEME, (Match Length of Existing End Bent Wing Wall) Direction of Traffic Existing Flared Wing Wall B B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/521-483.pdf?sfvrsn=4b8bd303_1521-481
be burned off 1" below existing adjoining areas and finish flat by grouting or grinding as required, Flared Portion of Wing Wall Match Line (See Sheet 1) Front Face of Backwall, Begin or End Bridge, Flared Slab (Location Varies) Edge of Existing Approach Max. (Front Face Wing Wall only) " Spacing ƀ Dowel Bars 6D @ 7 FLARED WING WALLS RAILING END TREATMENT FOR SCHEME 3 (Railing Reinforcing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-481.pdf?sfvrsn=42c6a1c4_1521-483
shall be burned off 1" below existing concrete and grouted over. and finish flat by grouting, Note 1) Parallel Portion of Vertical Face Retrofit Face Retrofit Railing Begin Flared portion, . (Middle row of bars only) " Spacing ƀ Dowel Bars 6D @ 7 FLARED WING WALLS RAILING END TREATMENT, .) Varies (Match Length of Existing End Bent Wing Wall) Direction of Traffic Existing Flared Wing Wall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-483.pdf?sfvrsn=fed97cae_1521-483
be burned off 1" below existing concrete and grouted over. and finish flat by grouting or grinding, Portion of Vertical Face Retrofit Face Retrofit Railing Begin Flared portion of Vertical (See, only) " Spacing ƀ Dowel Bars 6D @ 7 FLARED WING WALLS RAILING END TREATMENT FOR SCHEME 3, of Existing End Bent Wing Wall) Direction of Traffic Existing Flared Wing Wall B B PARTIAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-483.pdf?sfvrsn=9e372cf9_1521-481
off 1" below existing adjoining areas and finish flat by grouting or grinding as required. Exposed, Note 1) Retrofit Railing (if present) and Vertical Face Retrofit Railing Begin Flared Portion, ) Dowel Bars 6D @ 1'-3" Spacing Bend) (Typ.) Bars 5S (Field Wing Wall Existing Flared Slab (Location, FLARED WING WALLS RAILING END TREATMENT FOR SCHEME 3 (Railing Reinforcing and Expansion Dowel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-481.pdf?sfvrsn=4612a19e_1RStructures
) " 2 1 2" x FLAT L See Note 1 GRATE QUANTITIES TABLE 3 NOTES: 2. See Section B-B for dimension, " " Dia. Bolt Hole (Typ.) 8 7 Bars C (Flat) Bars A (Channel) Bar B (Angle) See DETAIL "A" Bar B (Angle) Bars A (Channel) Bars C (Flat) Bars A (Channel) Bars C (Flat) GRATE SEAT AND ANCHOR, the ¡) or Flatter 2 1 Sod Slopes 1: 1 4 3 425-060 BACK OF SIDEWALK DRAINAGE 10/01/20 C (CY) (CY) 15
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/ser/rstructures.pdf?sfvrsn=9c032eac_5