4643 search results for fla
E21U0-R0
- 6-423 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, NCHRP 350 EA 3.000 E536- 6-424 END ANCHORAGE ASSEM (REPLACE) (PARALLEL) EA 2.000 E536- 6-425 GUARDRAIL END TREATMENT-FLARED, FLARED END SECT) EA 2.000 E536-301-502 END ANCHOR ASSEM TYPE II (REPL ROUND END SECT) EA 2.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/apr16/e21u0-r0.pdf?sfvrsn=81ac219c_1649-020
Shaft Length is based on level ground (flatter 1. Shaft Length is based on 1'-0" height above, Plate Dia. Bolt Circle Dia. (See Table) Equally Spaced Anchor Bolts Center to Flat Measured, . (Typ.) Seam Weld (See Pole Notes) Wall Thickness Tip Dia. or Base Dia. Measured Flat to Flat
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/649-020.pdf?sfvrsn=6c58bcea_1649-020
Shaft Length is based on level ground (flatter 1. Shaft Length is based on 1'-0" height above, . Base Plate Dia. Bolt Circle Dia. (See Table) Equally Spaced Anchor Bolts Center to Flat, (Typ.) Seam Weld (See Pole Notes) T Tip Dia. or Base Dia. Measured Flat to Flat Leveling Nut
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/649-020.pdf?sfvrsn=5bae2b60_1649-020
Shaft Length is based on level ground (flatter 1. Shaft Length is based on 1'-0" height above, . Base Plate Dia. Bolt Circle Dia. (See Table) Equally Spaced Anchor Bolts Center to Flat, (Typ.) Seam Weld (See Pole Notes) T Tip Dia. or Base Dia. Measured Flat to Flat Leveling Nut
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/649-020.pdf?sfvrsn=220af94b_14000200-722FHWA
, that are on the APL and that are flagged as permitted for use as a curing compound, may be used in lieu, concrete placement and submit the quantity to the Engineer. Applied finish coatings that are flagged
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/4000200-722fhwa.pdf?sfvrsn=1020f31c_2FLFAC Meeting Minutes March 2025
opportunities. Nick: Acknowledged the comment and flagged the backhaul topic for further discussion after, and utilization. This issue has been consistently flagged during updates to the Freight Mobility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/multimodal/flfac/flfac-meeting-minutes-march-2025.pdf?sfvrsn=3cca709d_15140100int
with defects, tears, punctures, flaws, deterioration, or other damage at no additional cost
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/5140100int.pdf?sfvrsn=555cc5d6_15140100ind
with defects, tears, punctures, flaws, deterioration, or other damage at no additional cost
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/5140100ind.pdf?sfvrsn=33781545_16330201-724FHWA
Locator, will include all tools, labor, equipment, locating and marking hardware (such as flags, paint, , labor, equipment, locating and marking hardware (such as flags, paint, and shovels), supplies
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/6330201-724fhwa.pdf?sfvrsn=4f1ec305_1430-021
Concrete Pipe d Normal Slope Flattened Slope Cross Drain Mitered End Section Length, " x 2 1 2 " Steel Bar (Bell & Spigot) 4 1 " x 2 1 2 " 2 1 Hex Nuts (2 Req.) Flat, . 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/2026/idx/430-021.pdf?sfvrsn=41e64249_2Quadguard M Wide - MASH TL3 - Drawings
SHEET NO. 2 3 4 5 6 7 8 9 10 11. 12,13,14 15 CONTENTS General Notes QuadGuord • M WIDE to 31 • W-Beom Guardrail QuadGuord• M WIDE to Torie-Beam Guardrail QuodGuard • M WIDE to Safety Shope Conorele Barrier QuadGuard • M WIDE to Sofety Shope Concrete Barrier, Flared QuadGuard • M WIDE to Singl e Slope Coocrete Barrier QuodGuord • M WIDE to Single Slope Concrete Barrier. Flared QuodGuard • M WIDE Single Slope Transi t ion Assy. QuodGuard • M WIDE to Vertical Concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/crash-cushion/quadguard-m-wide---mash-tl3---drawings.pdf?sfvrsn=38285d22_1E3Y59-R0
SRT-350/8) EA 2.000 E536- 6-423 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, NCHRP 350, TREATMENT-FLARED APPROACH TERMINAL, REPLACE, MASH EA 2.000 E536- 12-605 GUARDRAIL REPAIRS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/apr10/e3y59-r0.pdf?sfvrsn=b3fc0ae7_1ch10s06
shall be established in advance. The district may choose to pay on a flat fee basis or a commission, the preservation of the safety of the facility and its users. Manufacturing or storing flammable, explosive
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rightofway/documents/rowmanual/ch10s06709d1f2beebb4c4e8f58cb051422f69d.pdf?sfvrsn=f8e6c479_4Right of Way Property Leases_10 6
shall be established in advance. The district may choose to pay on a flat fee basis or a commission, the preservation of the safety of the facility and its users. Manufacturing or storing flammable, explosive
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rightofway/documents/rowmanual/right-of-way-property-leases_10-6.pdf?sfvrsn=23e1839_34620702-724IMPL
ducts, and 12 inches for flat ducts to prevent movement, displacement, or damage from concrete, from the anchorage. 2. Flame cutting of PT steel is not permitted. 3. Do not cut tendon to final
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/4620702-724impl.pdf?sfvrsn=7b8125e0_1MPOAC-Executive-Committee-Meeting-Packet
the information provided. The most accurate capture of the budget is the FLAIR report with shows all of the MPOAC funding (other than FTA funds). As shown on the FLAIR report, the MPOAC budget is solid, (FLAIR) system. (B) Amendments/Revisions to the UPWP. (1) Modifications: Modifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2022/mpoac-executive-committee-meeting-packet.pdf?sfvrsn=73be915d_1PER Outline and Guidance_06102019
of alternatives (based on a fatal flaw analysis) and alternatives that were eliminated from detail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/per-outline-and-guidance_06102019_9b67603d-ba05-4602-895f-85dba0350e17.docx?sfvrsn=ebc2422d_2per-outline-and-guidance_08082019
of alternatives (based on a fatal flaw analysis) and alternatives that were eliminated from detail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/per-outline-and-guidance_08082019_9479ef41-0e25-4478-809d-f364687d53f3.docx?sfvrsn=7c8bd00e_2SCO BP RFP (LB Local Agency Off-System) CLEAN vers 2025-01a dated 5-9-2025
services (i.e. watchman or flagging services) will be required for less than 20 consecutive days, (i.e. watchman or flagging services) will be required for 20 or more consecutive days (long-term, that no protective services (i.e. watchman or flagging services) will be required: Based on the Local Agency’s Concept Plans, it is anticipated that no protective services (i.e., watchman or flagging, or flagging services) furnished by CSX Transportation, Inc. for less than twenty (20) consecutive days
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/designbuild/dbdocuments/rfpdocs/sco-bp-rfp-(lb-local-agency-off-system)-clean-vers-2025-01a-dated-5-9-2025.docx?sfvrsn=d68991af_1