3726 search results for fla
Section11.3-042214_1-15WB
supplemental examinations such as for transverse flaw detection, scanning shall be a minimum of 6dB over, allowable length under the provisions of Class B or C, the flaw shall be considered a single acceptable, . For these instruments the gated output instead of the A-scan display shall be verified for linearity. A. Select a flat
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/materials-manual/section11-3-042214_1-15wb.pdf?sfvrsn=4a744716_1Section113_042214
supplemental examinations such as for transverse flaw detection, scanning shall be a minimum of 6dB over, allowable length under the provisions of Class B or C, the flaw shall be considered a single acceptable, . For these instruments the gated output instead of the A-scan display shall be verified for linearity. A. Select a flat
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section113_042214.pdf?sfvrsn=79ef8674_1E21G0-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 APPROACH, 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/2024/mar13/e21g0-r0.pdf?sfvrsn=d03152cc_1E21U0-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_19320200-724IMPL
in the finished product. External load bearing plates shall be finished or machined flat to within 0.01, pads shall not exceed an out of flatness value of 0.0625 inches. External load bearing plates (e.g
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9320200-724impl.pdf?sfvrsn=cab6f81d_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_11450000D01-724FHWA
, punctures, flaws, deterioration, or other damage at no additional cost to the Department, , the Engineer will reject the material if it has defects, tears, punctures, flaws, deterioration, of the slope. Pull the geosynthetic material tight, and secure it as necessary to lay flat against the soil, geosynthetic materials with defects, tears, punctures, flaws, deterioration, or other damage at no additional, material tight and secure it as necessary to lay flat against the soil prior to fill placement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/1450000d01-724fhwa.pdf?sfvrsn=d1746e3d_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_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_24000200-722FHWA
, 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_12024FDM124QC
criteria, is void of design flaws, and comply with Department requirements. These reviews are conducted by the discipline QC Reviewers prior to each phase delivery. Many design flaws are identified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm124qc.pdf?sfvrsn=4aca2fe7_12024FDM124QC
of design flaws, and comply with Department requirements. These reviews are conducted by the discipline QC Reviewers prior to each phase delivery. Many design flaws are identified in the review of the Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm124qc.pdf?sfvrsn=9fdeae0e_12025FDM124QC
are conducted to check that the BIM adheres to design criteria, is void of design flaws, to each phase delivery. Many design flaws are identified in the review of the plans, however
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm124qc.pdf?sfvrsn=6e244444_56350100FHWA REVISED
are free of flaws such as cracks, sharp, broken, or uneven edges, and voids. Ensure in-ground boxes, and covers of these products are free of flaws such as cracks, sharp, broken, or uneven edges, and voids
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/6350100fhwa-revised.pdf?sfvrsn=dff313ae_1SS7820000
as the total screen size provided by a video wall display, a flat panel display, or a CRT display, . CRT Display Flat Panel Display Rear Projection Video Display Type Cathode ray tube Direct view, . The Engineer has the option to require a restart of the observation period if a major system flaw
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss7820000.pdf?sfvrsn=6251255b_0SS7820000
provided by a video wall display, a flat panel display, or a CRT display, . 782-2.3PerformanceSpecifications: Use only display devices meeting the following minimum requirements. CRT Display Flat Panel, the option to require a restart of the observation period if a major system flaw or failure occurs. 782-3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss7820000.pdf?sfvrsn=2520a226_0Quadguard 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_1