4429 search results for fla
44629625601-SPECS
Page 1 of 2 TECHNICAL SPECIAL PROVISIONS (TSP) FOR I-75 (SR-93) AT CR 876/SR 876/DANIELS PARKWAY Financial Project ID: 446296-2-56-01 This item has been digitally signed and sealed by Heather M. Ripley, P.E on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: July 15, 2024 Fla. License No.: 88329 Firm Name: Kimley-Horn and Associates, Inc. Firm address: 1514
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25118/44629625601-specs.pdf?sfvrsn=f444c62d_1FDOT Announces Re-Opening of I-75 From Mile Marker 179 to 193
INDEX A-Z Search For Immediate ReleaseOctober 1, 2022 CONTACT FDOT: FDOT COMMUNICATIONS OFFICE (850) 414-4590 | FDOTCommunicationsOffice@dot.state.fl.us FDOT Announces Re-Opening of I-75 From Mile Marker 179 to 193 TALLAHASSEE, Fla. – After close
https://www.fdot.gov/info/co/news/2022/10012022Tolls Status on Florida Roads Following Hurricane Ian
, The Pinellas Bayway, and The Sunshine Skyway Starting 11:59 p.m. on Monday, October 24 OCOEE, Fla
https://www.fdot.gov/info/co/news/2022/10232022DESOTO COUNTY DTWP FY 26-30
17 FROM SW FLANDERS ST TO SW FLETCHER ST Type of Work: DRAINAGE IMPROVEMENTS Phase Fund Code 2026
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/dtwp-district-1-26-30/desoto-county-dtwp-fy-26-30.pdf?sfvrsn=ca2a4e62_1ICYMI: Florida Response to Hurricane Ian Continues
: Florida Response to Hurricane Ian Continues TALLAHASSEE, Fla. — This morning, Governor Ron, closed, both directions Flagler County SR-100 Eastbound at N. Central Avenue – All lanes closed SR-100, , batteries, flashlights, and other materials. Additionally, 30 fuel trucks are staged at Lowe’s, CareerSource Citrus Levy Marion CareerSource Flagler Volusia CareerSource Brevard CareerSource Pinellas, , Duval, Flagler, Gilchrist, Glades, Hardee, Highlands, Hendry, Hernando, Hillsborough, Indian
https://www.fdot.gov/info/co/news/2022/093020223200303.impl
320 HOTMIXASPHALT–PLANTMETHODSANDEQUIPMENT. (REV3-24-16)(FA3-30-16)(7-16) SUBARTICLE320-3.3.2isdeletedandthefollowingsubstituted: 320-3.3.2Storage:Equipasphaltbinderstoragetankstoheattheliquidasphalt bindertothetemperatures required for the various mixtures. Heat the material in such a manner that no flame comes in contact with the binder. Heat or insulate all pipe lines and fittings. Use a circulating system of adequate size to ensure proper and continuous circulation during
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/3200303.impl.pdf?sfvrsn=fdb344cd_0441700-1 Cove Road DRAFT Type2CEDetermination_20250326
cernua Nodding pinweed T No Linum carteri smallii Small's flax E Low Nemastylis floridana
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cove-road-study/441700-1-cove-road-draft-type2cedetermination_20250326.pdf?sfvrsn=34030ac9_14600101int
flange splice plates, on the right or left end of the plate, corresponding to the girder to which, flange opposite the mark in the splice plate. As an alternate location for tub girder bottom flange, for shipping to the erection site. Make a matching mark on the girder flange opposite the mark on the splice, drawings, near the top flange. Mark diaphragms in the middle upper portion of the web. Mark cross, stress. For flanges and webs, the direction of rolling is parallel to the flanges unless noted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/4600101int.pdf?sfvrsn=15ae280_1Environmental DNA Detection for Endangered Freshwater Mussels Choctawhatchee River Basin
region (Wabash Pigtoe [Fusconaia flava] and Kidneyshell [Ptychobranchus fasciolaris]). Incorporating, Tactile eDNA Anodontini Strophitus williamsi Flatwoods Creekshell 11 X Lampsilini Hamiota australis
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/protected-species/environmental-dna-detection-for-endangered-freshwater-mussels-choctawhatchee-river-basin.pdf?sfvrsn=ee9fd1b5_144897415201-PLANS-01-ROADWAY_POP_PHASE-IV
TO REFUSAL ENCASED IN SLEEVE WITH NGS FLANGE STAMPED "C 563 2002" BM 172 1073730 711953 35.373 387+92 45, ALUMINUM ALLOY ROD DRIVEN TO REFUSAL WITH NGS FLANGE STAMPED "OBANNON 2 G.P.S. 1998" BM 458 1080739, TO REFUSAL WITH NGS FLANGE STAMPED "OBANNON G.P.S. 1998" BM 181 1082707 712822 30.408 478+11 49' RT FOUND 4, +04 43' RT FOUND STAINLESS STEEL ROD DRIVEN TO REFUSAL ENCASED IN SLEEVE WITH NGS FLANGE STAMPED "D, HABITAT WITHIN AND ADJACENT TO 4. EAST, FLAGER PARK, AND TAYLOR CREEK STORMWATER TREATMENT AREA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25132/44897415201-plans-01-roadway_pop_phase-iv.pdf?sfvrsn=4163581b_1D1020000.do
for injury no longer exists. 102-5.7 Flagger: Provide trained flaggers to direct traffic where one-way, restricting traffic to one-way operations, locate the flaggers within view of each other when possible. When visual contact between flaggers is not possible, equip them with 2-way radios, official, or pilot, Supervisor or others as approved by the Department will provide training for flaggers using, High Intensity Flashing Lights: Furnish Type B lights in accordance with the plans and Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1020000.do.pdf?sfvrsn=76f7cf38_0D1020000.do
for injury no longer exists. 102-5.7 Flagger: Provide trained flaggers to direct traffic where one-way, restricting traffic to one-way operations, locate the flaggers within view of each other when possible. When visual contact between flaggers is not possible, equip them with 2-way radios, official, or pilot, Supervisor or others as approved by the Department will provide training for flaggers using, High Intensity Flashing Lights: Furnish Type B lights in accordance with the plans and Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1020000.do31460b78ec034d929d258a2f4de22b23.pdf?sfvrsn=4b35d78e_0536-001FHWAApproved
timber posts. Washers are not required at steel post flanges and panel lap splices. Do not place 4, of 2" Misc. Guardrail Face of (1:10 Slope or Flatter Reqd.) 'DOUBLE FACED' SECTION B-B Guardrail, Treatment 'LE' Varies Type E Curb (Only) (See Note 6) Rounded) (Flat or Impact Head Double Faced, " ELEVATION PLAN FLARED END UNIT " 8 1 1 ' - 4 ¡ (Sym.) " 2 1 4 2" " 2 1 2'-3 " 2 1, sheeting to this case). Rounded End Unit (Flared End Unit not permitted for located adjacent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/536-001fhwaapproved.pdf?sfvrsn=be98770a_1SPI-460-250
sizes and their locations along the bottom flange for structural effects on the girder. Plan Content
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-460-250.pdf?sfvrsn=212c208f_1450-451
* ¡ outermost ¡ Strand N & FSB Flange W Bars 5E, See Details ¡ Strands N strand position* ¡ outermost ¡ Strand N & ¡ Beam See Flange Detail " Fillet 4 3 ( B o t t o m ) 2 " C o v e, strand position* ¡ outermost ¡ Strand N & ¡ Beam See Flange Detail ( B o t t o m ) 2 " C, FLANGE DETAIL 6 6 3 6 6 See Table Varies Interior Side Exterior Side Exterior Side
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-451.pdf?sfvrsn=42bbf456_1450-451
* ¡ outermost ¡ Strand N & FSB Flange W Bars 5E, See Details ¡ Strands N strand position* ¡ outermost ¡ Strand N & ¡ Beam See Flange Detail " Fillet 4 3 ( B o t t o m ) 2 " C o v e r, position* ¡ outermost ¡ Strand N & ¡ Beam See Flange Detail ( B o t t o m ) 2 " C o, FLANGE DETAIL 6 6 3 6 6 See Table Varies Interior Side Exterior Side Exterior Side Interior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-451.pdf?sfvrsn=2bd4cd74_1SPI-460-250
sizes and their locations along the bottom flange for structural effects on the girder. Plan Content
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-460-250.pdf?sfvrsn=69336e45_1SPI-460-250
sizes and their locations along the bottom flange for structural effects on the girder. Plan Content
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-460-250.pdf?sfvrsn=9676451b_1450-451
¡ Strand N & FSB Flange W Bars 5E, See Details ¡ Strands N strand position* ¡ outermost ¡ Strand N & ¡ Beam See Flange Detail " Fillet 4 3 ( B o t t o m ) 2 " C o v e r E, position* ¡ outermost ¡ Strand N & ¡ Beam See Flange Detail ( B o t t o m ) 2 " C o v, 4D3 Bars 4D1 or 4D2 10 (End 1) 10 (End 2) ELEVATION Direction of Stationing END 1 END 2 FLANGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/450-451.pdf?sfvrsn=f9c9f583_12025FDM212Intersections
configurations include flared and channelized intersections (divided and undivided). Flared intersections, 212 - Intersections Figure 212.3.1 Flared Intersections Figure 212.3.2 Channelized Intersections, a (mph) SPEED DESIGN 45 1:25 1:30 1:40 TWO-WAY LEFT-TURN LANES UNDIVIDED FLARED, For Deceleration Length (L) See Exhibit 212-1 FLARED & PAINTED LEFT TURNS FOR 2-LANE ROADWAYS 50, are on vertical curves. The gradients of intersecting roads should be as flat as practical on those sections
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm212intersections.pdf?sfvrsn=866453ce_1