4427 search results for fla
SP1020301redline
is complete and flagging operations and maintenance of devices isare ready to begin. Travel time, when the Engineer is notified that set is complete and flagging and maintenance of devices is ready
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/maintenance/review-package/sp1020301redline.pdf?sfvrsn=bcaed918_0D5550000.do
approved by the Engineer. When and where flagging of existing utilities is required, limit flagging
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5550000.do28f6c81f181545f085364c227160ab2c.pdf?sfvrsn=eca5051d_0400-510
) D ( T y p . ) 4 " * * Prestressed Beam Bottom Flange of Bearing Pad Elastomeric
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/400-510.pdf?sfvrsn=3c5ed075_1X-MAS Checklist
MUST be wrenched tight. • Post bolt at post 2 is in notched post flange and fixed with 50mm x 50mm
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/crash-cushion/x-mas-checklist.pdf?sfvrsn=82937a2a_1400-510
) D ( T y p . ) 4 " * * Prestressed Beam Bottom Flange of Bearing Pad Elastomeric
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/400-510.pdf?sfvrsn=106ffd5c_1Curved Precast Spliced U-Girder Bridges
field cast filled bottom flange build up is allowed. Future PT is not required. Mixing of curved
https://www.fdot.gov/structures/innovation/ubeam.shtm9600201-723resp
water present in the cap. In the case when the anchorages are located just below the top flange
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/9600201-723resp.pdf?sfvrsn=cef297dc_20060401-122origind
termination point to a fixed reference point on the component, such as beam end or edge of flange
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/0060401-122origind.pdf?sfvrsn=b9db55bc_24600000.comm
the splices in low-stress zones already, and at a flange splice there is no compression area. Suggested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/4600000.comm.pdf?sfvrsn=dc62e7c_0400-510
( T y p . ) 4 " * * Prestressed Beam Bottom Flange of Bearing Pad Elastomeric
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/400-510.pdf?sfvrsn=63a9edbc_1D1-08-15-24BSN
(REMOVE) EA 2.000 E536-301-501 END ANCHOR ASSEM TYPE II (REPL FLARED END SECT) EA 5.000, E536-322-501 END ANCHOR ASSEM FLARED (REPL FLARED END SECT) EA 2.000 E536-322-502 END ANCHOR ASSEM FLARED (REPL ROUND END SECT) EA 2.000 E536-322-503 END ANCHOR ASSEM FLARED (REPL BUFFER END SECT) EA 2.000 E536-322-506 END ANCHOR ASSEM FLARED (REPL GUARDRAIL BEAM) EA 2.000 E536-322-508 END ANCHOR ASSEM FLARED (REPL TIMBER BREAK POST) EA 2.000 E536-322-515 END ANCHOR ASSEM FLARED (REPL AMBER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/aug15/d1-08-15-24bsn.pdf?sfvrsn=5b00febe_141934412201-CE2-D4-PDSR_ELECTRONIC_COPY_FINAL_PART_I-2011-0824
is unavoidable, the appropriate use of lane markings, signs, flagmen and other commonly used construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/project-sr710-documents/41934412201-ce2-d4-pdsr_electronic_copy_final_part_i-2011-0824.pdf?sfvrsn=a88d83a5_11450000-724IMPL
. Replace geosynthetic materials with defects, tears, punctures, flaws, deterioration, or other damage, to lay flat against the soil prior to fill placement. Place adjacent rolls of geosynthetic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/1450000-724impl.pdf?sfvrsn=78fd30c6_11450000.origind
, tears, punctures, flaws, deterioration, or other damage. However, if approved by the Engineer, to lay flat against the soil prior to fill placement. Place adjacent rolls of geosynthetic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/1450000.origind.pdf?sfvrsn=e23ae526_01450000.impl
has defects, tears, punctures, flaws, deterioration, or other damage. However, if approved, of the slope. Pull the geosynthetic material tight, and secure it as necessary to lay flat against
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/1450000.impl.pdf?sfvrsn=1fa848de_0SPM1020301WD-723origind
Contractor’s Responsibility: Time begins when the Engineer is notified that setup is complete and flagging
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/maintenance/review-package/spm1020301wd-723origind.pdf?sfvrsn=8d2319ae_2SPI-450-210
of the Edge Beam shall extend from the top of the deck to the bottom face of the top flanges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-450-210.pdf?sfvrsn=e6eaaa64_1BSigningPavementMarkingsandLighting
intervals. Furnish 7.5 KVA mini and flanges. to avoid conflicts with reinforcing steel and PT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/ser/bsigningpavementmarkingsandlighting.pdf?sfvrsn=555f58c6_1715-240
intervals. Furnish 7.5 KVA mini and flanges. to avoid conflicts with reinforcing steel and PT ducts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/715-240.pdf?sfvrsn=5f9ac0b8_1