4643 search results for fla
E57C7
TREATMENT-FLARED APPROACH TERMINAL, REPLACE, NCHRP 350 EA10.000 E536- 6-424END ANCHORAGE ASSEM (REPLACE) (PARALLEL)EA10.000 E536- 6-425GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, MASH, EA20.000 E536-301-501END ANCHOR ASSEM TYPE II (REPL FLARED END SECT)EA25.000 E536-301-502END ANCHOR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/jun04/e57c7.pdf?sfvrsn=2917e18_2E3Y62-R0BidTabs
0.01000 0.01 3,000.00000 3,000.00 0205 E536 6423 GUARDRAIL END TREATMENT-FLARED APPROACH, 3,000.00 3,000.00000 3,000.00 0215 E536 6425 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, 250.00000 250.00 1,000.00000 1,000.00 0275 E536301501 END ANCHOR ASSEM TYPE II (REPL FLARED END SECT, END ANCHOR ASSEM FLARED (REPL FLARED END SECT) 1.000 EA 0.01000 0.01 0.01000 0.01 1.00000 1.00 0350 E536322502 END ANCHOR ASSEM FLARED (REPL ROUND END SECT) 1.000 EA 75.00000 75.00 0.01000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2025/apr10/e3y62-r0bidtabs.pdf?sfvrsn=c771104b_14-2024-ADA
. FGB 8.G.6 50 222.2.4 At-Grade Railroad Crossings - Flangeway gaps are necessary to allow the passage of train wheel flanges ; however, they pose a potential hazard to pedestrians who use, intersects urban flared driveways or on sidewalks that run continuously through residential driveways, apron with the appropriate flared driveway. See FDM 214.7 for more information on pedestrian accommodations for driveways . Slopes and lengths of flared driveways depend on roadway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2024-spring-construction-academy/4-2024-ada.pdf?sfvrsn=2e730c8d_19950201ind
is in operation. The flash rate of the confirmation light shall not be between 5 and 30 flashes per, , when influenced by high wind conditions, and return to a flat state after the wind conditions subside, the top and bottom half of the cabinet onto a flat or round surface. Optional wall or pole mount, , and flat washers in accordance with ASTM A153. The anchor bolts must be at least 1/2 inch in diameter, anchors, flat washers, lock washers and machine screws with at least 1/2 inch thread diameter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9950201ind.pdf?sfvrsn=f8d9fb4c_1MAC_Quality Control Plans
“flagged entries” – Yo u can accept a material with flagged entries • Production Facilities • Te c
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/mac_quality-control-plans.pdf?sfvrsn=1d8222b9_11450000-724CommResp
are not met. (2) It is understood that if the material has defects, tears, punctures, flaws
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/comments-responses/1450000-724commresp.pdf?sfvrsn=b7928c74_1D5710000.do
employing a foot or grid. TheEngineerwillrejectany material having defects, tears, punctures, flaws
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5710000.do.pdf?sfvrsn=f2a3ca7b_05710000SP
employing a foot or grid. TheEngineerwillrejectanymaterial having defects, tears, punctures, flaws
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/5710000sp.pdf?sfvrsn=d8aa0f15_05710000SP
, flaws, deterioration or other damage before, during or after installation. Remove and replace all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/5710000sp.pdf?sfvrsn=a901428e_0SP5710000
. TheEngineerwillrejectanymaterial having defects, tears, punctures, flaws, deterioration or other damage before, during
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp5710000.pdf?sfvrsn=6ed557e2_0SS5710000
defects, tears, punctures, flaws, deterioration or other damage before, during or after installation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss5710000.pdf?sfvrsn=2586a32a_0SS5710000
defects, tears, punctures, flaws, deterioration or other damage before, during or after installation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss5710000.pdf?sfvrsn=1b49a01f_0D4500000.do
. Forallbeam members, use side forms designed to be removed without damaging the top flange, of the form with the top flange after release of the form. Do not subject the top flange to any vertical, layer such that the top of the concrete is slightly below the bottom of the flange. 450-10.3.2.2, above the top of the bottom flange. In voided units, end the first layer slightly above the middle, will be such that the top of the concrete is slightly above the top of the bottom flange. The thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4500000.do.pdf?sfvrsn=c9a6feab_0D4500000.do
. Forallbeam members, use side forms designed to be removed without damaging the top flange, of the form with the top flange after release of the form. Do not subject the top flange to any vertical, layer such that the top of the concrete is slightly below the bottom of the flange. 450-10.3.2.2, above the top of the bottom flange. In voided units, end the first layer slightly above the middle, will be such that the top of the concrete is slightly above the top of the bottom flange. The thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4500000.dob820a9b4cc18416a803f4c7d9d43bfbb.pdf?sfvrsn=6004755e_0F1A07ScopeOfService
of lighting controls; label all devices/circuits; provide ARC-flash and panel directories, and flashing at all slab/wall penetrations; maintain PEMB manufacturer’s weather-tight details, ), commercial grade. Performance/standards: Tuft bind ≥ 8 lbf; Static ≤ 3.5 kV; Flammability ASTM E648
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/fco-contracts/f1a07/f1a07scopeofservice.pdf?sfvrsn=a9b630bd_1Florida TIM Responder - September 2021
: Flatbeds with wheel-lift tow trucks to speed up and improve clearance times. Each of these trucks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cvotim/tim/newletters/florida-tim-responder---september-2021.pdf?sfvrsn=f912a347_1Florida TIM Responder - September 2022
: Flatbeds with wheel-lift tow trucks to speed up and improve clearance times. Each of these trucks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cvotim/tim/newletters/florida-tim-responder---september-2022.pdf?sfvrsn=e500f12c_12025-CAMX-NextDecadeInFlorida
Creek (433550-3), T1747, Fast-Facts: piles (HSSS-PC), wall panels, flat-slab, traffic railings, ), GoMap, GFRP Box Culvert to replace railroad flatcar bridge; letting 2/25/26 – status: 100% Plans, (442917-1) GoMap, SDO/SMO recommended xCR-FSBs or CIP-Flat-Slab with xCR-PC Piles & Bulkheads; GFRP, /Ibis Waterway (434359-1) T4500 (LAP), Fast-Facts: GFRP-RC Flat-Slab (Bayard) – 02/27/19 letting, -Atkins) Map – 18” Sq. xCR-Piles optional CFRP or HSSS, xCR-FSB’s or GFRP-RC Flat-Slab & Soldier
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/innovation/2025-camx/2025-camx-nextdecadeinflorida.pdf?sfvrsn=5c8bc53b_12025-CAMX-C&I_Forum
. 3. US41 over North Creek (433550-3), T1747, Fast-Facts: piles (HSSS-PC), wall panels, flat-slab, St Joe) (441179-1), GoMap, GFRP Box Culvert to replace railroad flatcar bridge; letting 2/25/26, Fanning Bayou (442917-1) GoMap, SDO/SMO recommended xCR-FSBs or CIP-Flat-Slab with xCR-PC Piles, 23 rd Ave/Ibis Waterway (434359-1) T4500 (LAP), Fast-Facts: GFRP-RC Flat-Slab (Bayard, Island (LAP-Atkins) Map – 18” Sq. xCR-Piles optional CFRP or HSSS, xCR-FSB’s or GFRP-RC Flat-Slab
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/innovation/2025-camx/2025-camx-c-i_forum.pdf?sfvrsn=4279b4cd_17000401.FHWA
not cause LED brightness changes. Flashing messages must not exceed 150 flashes per minute, to include flashing beacons. Printed circuit boards shall be protected with conformal coating. Housings, backgrounds must be flat black (FED-STD- 595-37038) with a reflectance value not exceeding 25%. EWS, and then activate the alert. When the alert is activated, the display shall be able to flash. When, must be flat black (FED-STD-595-37038) with a reflectance value not exceeding 25%. ESFS must utilize
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/7000401.fhwa.pdf?sfvrsn=eae39ee9_0