4514 search results for fla
E3Y62-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_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_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_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_02025-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_1D4500000.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_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_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_144893715201-PLANS-03-SIGNALIZATION
). 4. PROGRAM A START-UP DELAY OF TWO (2) SECONDS FOR THE FLASHING YELLOW ARROW ON AND ALL OTHER SIGNAL HEADS SHALL FLASH RED. FOLLOWING FEATURES: DURING FLASH OPERATION, SIGNAL HEADS 2 & 6 WILL FLASH YELLOW 3. SIGNAL OPERATING PLAN (SOP 10) FDOT STANDARD PLANS INDEX 671-001 WITH THE 2. MAJOR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25129/44893715201-plans-03-signalization.pdf?sfvrsn=acbbe7d4_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_0CM-676-03 NEMA Controller Cabinet
Applicant may provide comments in this field. Physical Inspection 16 When the auto-flash switch is in the FLASH position, all signal indications immediately transfer to the flashing mode. AC power, of requested information in submittal. 29 When the auto-flash switch is in the FLASH position, all signal indications are transferred to the flashing mode in accordance with the Uniform Code Flash, to the flashing mode. The controller unit operates in accordance with appropriate specifications during
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-676-03-nema-controller-cabinet.docx?sfvrsn=10c0f96a_1201501HillsboroughMPO-presentation01.22.15
• Upgradeto flanking inlets, i n c rease conveyance capacity 12/22/2014 8 Sample Strategy Wave
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2015/201501hillsboroughmpo-presentation01-22-15.pdf?sfvrsn=a276440b_1