4429 search results for fla
471-030
of Channel * See Structures Plans, Plan and Elevation and Foundation Point D Control Begin Flare 2 C l e a r C h a n n e l M i n . 1 0 ' - 0 " Control Point B Begin Flare Angle, Gauge Control Point C Begin Flare Control Point A Begin Flare & Navigation Light Lighted, r e c t i o n Point D Control Begin Flare 2 C l e a r C h a n n e l Control Point B Begin Flare Light Navigation (Multiples of 16'-0") Dimension "L" o f S t a t i o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/471-030.pdf?sfvrsn=b3908b14_1471-030
Structures Plans, Plan and Elevation and Foundation Point D Control Begin Flare 2 C l e a r C h a n n e l M i n . 1 0 ' - 0 " Control Point B Begin Flare Angle Skew, Control Point C Begin Flare Control Point A Begin Flare & Navigation Light Lighted Clearance Gauge, i o n Point D Control Begin Flare 2 C l e a r C h a n n e l Control Point B Begin Flare Light Navigation (Multiples of 16'-0") Dimension "L" o f S t a t i o n i n g
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/471-030.pdf?sfvrsn=e93b29c0_1SS5230201
. 4.Forthermoplastic materials, the indentation resistance requirements and minimum flashpoint requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss5230201.pdf?sfvrsn=8a8d87a6_0SS5230200
requirements and minimum flashpoint requirements of 971-5.5, do not apply. Manufacturers seeking approval
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss5230200.pdf?sfvrsn=7915fd49_0700-020RedLines
(Flange Width in inches) x (lb/ft) **Designation gives (Member Depth in inches) x 1 " 1 " 4" 2, Beam " 8 3 " 8 3 Adjoining Sign Panels and Nuts (Typ.) Bolts With Washers " Ø Aluminum Flat Head 4 1 and Nuts (Typ.) Bolts With Washers " Ø Aluminum Flat Head 4 1 and Nuts (Typ.) Bolts With Washers " Ø Aluminum Flat Head 4 1 Sign Face With Washer and Nut " Ø H.S. Steel Bolt 2 1 2~ (Typ.) Beam Wind Column Flange Sign Sheeting) Heads to Protect the Button Bolt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/errata/700-020redlines.pdf?sfvrsn=b1e7c5f3_1700-020RedLines
(Flange Width in inches) x (lb/ft) **Designation gives (Member Depth in inches) x 1 " 1 " 4" 2, Flat Head 4 1 and Nuts (Typ.) Bolts With Washers " Ø Aluminum Flat Head 4 1 and Nuts (Typ.) Bolts With Washers " Ø Aluminum Flat Head 4 1 Sign Face With Washer and Nut " Ø H.S. Steel Bolt 2 1 Two - (Typ.) Beam Wind Column Flange Sign Sheeting) Heads to Protect the Button Bolt Washers Under Nut (Use Nylon With Washer and Flat Head Bolt Button Head or " Ø Aluminum 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/errata/700-020redlines.pdf?sfvrsn=a79ce4ef_4Vol1SDG
Top Flange Longitudinal Reinforcing in Beam Ends . 4-18 4.3.2 Beam Camber/Build-Up over Beams, ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-22 4.4 Flat Slab Superstructures [5.14.4] (Rev. 0 1 / 1 6, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-24 4.4.2 C.I.P. Flat Slab Superstructures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-24 4.4.3 Precast Flat Slab, Flat Slab Widening. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-7 Figure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease_test_old/vol1sdg_cd60509a-bc11-4e65-9e87-61a72293a9b0.pdf?sfvrsn=7720ff23_09710000.impl
Resistance ASTMD256,MethodA 1.0N·m - FlashPoint ASTMD92 475ºF - *Thedurometer and panel shall, - Impact Resistance ASTMD256,MethodA 1.0N·m - FlashPoint ASTMD92 475ºF - *Thedurometer and panel, not be less than 150 mcd/lx·m2. 971-9.4.3 D u r a b i l i t y: Durability shall include flattening of the profile or raised portions of the line. The flattening of the profile or raised portion, - FlashPoint ASTMD92 475ºF - *Thedurometer and panel shall be at 90ºF with a 1000 g load applied
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/9710000.impl.pdf?sfvrsn=de9e7539_0E51D3
 Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting:05240604Call Order:005Proposal:E51D3-R0District:05 Counties:BREVARD, DIST/ST-WIDE, FLAGLER, LAKE, MARION, ORANGE, OSCEOLA, SEMINOLE, SUMTER, VOLUSIA Road Name:MOT Services Limits:Midpoint, Project No.: 427956-1-72-65 Fiscal Year: 2024 Counties: Districtwide (Volusia, Flagler, Brevard, Lake, flaggers when requested. Emergency response on roadways covered under Asset Maintenance Contracts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/jun04/e51d3.pdf?sfvrsn=587b1aba_11020000.impl
a central location, or by a separate flagger near each device location. Use only flaggers trained, of, and attended at all times by, the flagger operating the device. Provide two flaggers on-site, . For one AFAD, the AFAD and the flagger are less than 800 feet apart. 4. Two flaggers are available, a construction activity requires 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/1020000.impl.pdf?sfvrsn=9096f894_06780000.origind
4 Load Switch ...........................NEMA TS 2 2003, Section 6.2 Flasher ...................................NEMA TS 2 2003, Section 6.3 Flash Transfer Relay .............NEMA TS 2 2003, ................................................ .............................................. CALTRANS TEES, 2009 6.4.3 Flash Transfer Relay (Model 430, for transferring a controller assembly to and from flashing operation, wire the controller cabinet for uniform code flashing as specified in the Contract Documents. 678-4.1 General: Measurement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/6780000.origind.pdf?sfvrsn=8f5a0a9b_04600000.FHWA
section area to the cross-sectional area of both flanges; b = width of the widest flange, inch; D, . Measure curved girder web flatness using a straightedge oriented perpendicular to the flanges, on the girder web opposite the mark on the splice plate. Place the mark on top or bottom flange splice, will be attached for shipment to the erection site. Place a corresponding mark on the girder flange opposite the mark in the splice plate. As an alternate location for tub girder bottom flange splice
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/4600000.fhwa.pdf?sfvrsn=af6b0a90_044893815201-DrainageReportTechMemo
 DRAINAGE DESIGN TECHNICAL MEMORANDUM SR 25 (US 27) From Stitt Ranch to Flaghole Road FPID, Stitt Ranch Road to Flaghole Road FPID NO.: 448938-1-52-01 REPORT: Drainage Design Technical, AND THE SIGNATURE MUST BE VERIFIED IN THE ELECTRONIC COPIES. SR 25/US 27 from Stitt Ranch to Flaghole Rd 3, Treatment Facility Cut and Fill Sketches and Calculations SR 25/US 27 from Stitt Ranch to Flaghole Rd 4, ) is proposing to resurface, restore, and rehabilitate (RRR) SR 25 (US 27) from Stitt Ranch to Flaghole Road
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-drainagereporttechmemo.pdf?sfvrsn=ac09d94_1Approval_Flock Safety - Updated Equipment
 1 Saha, Dibakar From: Arnold, Scott Sent: Monday, August 18, 2025 10:42 AM To: Saha, Dibakar Subject: RE: Flock Safety - Updated Equipment Follow Up Flag: Follow up Flag Status: Flagged Hi Dibakar, I should have provided a better description. Please see below and let me know if this will work. 1. DO breakaway pole 1 cam.pdf – 2.875” dia. aluminum pole with Designovations Snap’n Safe breakaway device (Model S300R) for single camera 2. DO breakaway pole 2 cam.pdf – 2.875” dia
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/speed-detection-system/approved-sds/approval_flock-safety---updated-equipment.pdf?sfvrsn=ac0689a6_19950100-722FHWA
Flashing Beacon (RRFB): RRFB must include two rapidly and alternately flashed rectangular yellow, on-off sequence of a flashing period of the indication, shall not be between 5 and 30 flashes per second, and Rectangular Rapid Flashing Beacon Assemblies (RRFB). 995-6.2 In-Roadway Light Assemblies, that controls flashing must automatically reset each time a pedestrian call is received. In-roadway light, . 995-6.3 Rectangular Rapid Flashing Beacon (RRFB): RRFB must include two rapidly and alternately
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/9950100-722fhwa.pdf?sfvrsn=20bfa2da_2RIncidentalConstruction
" M i n . & S t d . 2' Std. 1' Min. Flasher Circuit Double Beacon Flashing Circuit, GREEN YELLOW RAISED FLASHING YELLOW ON FLASHING RED Per Note 7 RED LOWERED LOWERED, TIMING DRAWBRIDGE AHEAD SIGN FLASHING BEACON OR A DAILY BASIS. OPERATORS ARE FULL TIME TO BE USED, at the A Drawbridge Ahead sign is required for both types of signal operation, However a flashing 9. circuit. with the two top signals on one circuit, and the two bottom signals on the alternately flashing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/ser/rincidentalconstruction.pdf?sfvrsn=c6316472_1RIncidentalConstruction
flashing On each approach (Type II ), all four red signals shall be on the same two circuit flashers, 8, . 3 0 " M i n . & S t d . 2' Std. 1' Min. Flasher Circuit Double Beacon Flashing, BLANK GREEN YELLOW RAISED FLASHING YELLOW ON FLASHING RED Per Note 7 RED LOWERED LOWERED, TIMING DRAWBRIDGE AHEAD SIGN FLASHING BEACON OR A DAILY BASIS. OPERATORS ARE FULL TIME, at the A Drawbridge Ahead sign is required for both types of signal operation, However a flashing 9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/ser/rincidentalconstruction.pdf?sfvrsn=4ef502f9_4RIncidentalConstruction
flashing On each approach (Type II ), all four red signals shall be on the same two circuit flashers, 8, ' Min. Flasher Circuit Double Beacon Flashing Circuit Control Sign Motor Sign Lamps Signal, BLANK GREEN YELLOW RAISED FLASHING YELLOW ON FLASHING RED Per Note 7 RED LOWERED LOWERED, TIMING DRAWBRIDGE AHEAD SIGN FLASHING BEACON OR A DAILY BASIS. OPERATORS ARE FULL TIME, at the A Drawbridge Ahead sign is required for both types of signal operation, However a flashing 9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/ser/rincidentalconstruction.pdf?sfvrsn=6dc3f00a_1 
  