4070 search results for fla

9901000.origind

Flagger Assistance Devices (AFADs) that do not include a gate arm and be placed on the centerline, 990-10 is deleted and the following substituted: 990-10 Automated Flagger Assistance Devices (AFAD, and be listed on the APL. 990-10.1.1Stop/Slow Automated Flagger Assistance Devices: Provide, of a Stop/Slow paddle without the need for a flagger in the immediate vicinity of the AFAD, displays a steadily illuminated circular red lens and a flashing circular yellow lens to control

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9901000.origind.pdf?sfvrsn=622f4eb3_0

fdot-bed65-rpt

10555 West Flagler Street, EC 3680 Miami, FL 33174 11. Contract or Grant No. BED65-DOT, and negative moment region in continuous bridges, the upper flanges of the girders experience tensile, at the connection of the HRBS to the tension flange at that location. This also generates potential stress risers, ) plate to the flange. This will be accomplished through a review of the literature on the skew, closer study is at interior supports of continuous bridges where the upper girder flanges experience

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed65-rpt.pdf?sfvrsn=1c4110e8_1

SP7410000

SensorSize 6to8feetlong FlatElement: 3/16 to 1/4 inch wide Round Element: 3/16 to 1/4 inch dia, EpoxyBinderwithin analuminum channel N/A Sensing Element Pressuresensingpolymer in flat coax

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp7410000.pdf?sfvrsn=841eaa03_0

SP7410000

SensorSize 6to8feetlong FlatElement: 3/16 to 1/4 inch wide Round Element: 3/16 to 1/4 inch dia, EpoxyBinderwithin analuminum channel N/A Sensing Element Pressuresensingpolymer in flat coax

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp7410000.pdf?sfvrsn=f95575bd_0

FLEAT 350 (27) - NCHRP350 TL3 - Drawings

 TRAFFIC 37'-6" Straight Flare End Measurement For Guardrail Payment Groundline Strut 1 : 1, is a straight flare with an upstream offset of 4' and a downstream offset of 0'-6 7/8 " from the normal, . If the plans call for end anchorage assembly 'flared' at a specific location, the contractor has the option to construct any FDOT approved flared assembly. Where a flared end anchorage is called, , End Anchorage Assembly (Flared), EA and shall be full compensation for furnishing and installing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/fleat-350-(27)---nchrp350-tl3---drawings.pdf?sfvrsn=b9a46043_1

1020100.impl

. Two flaggers are available on-site to provide normal flagging operations should an AFAD malfunction, . The warning lights must be a high intensity amber or white rotating, flashing, oscillating, and installation. Vendor drawings for Category III devices and automated flagger assistance devices, striping tape or a molded engineered polymer material. 102-9.19 Automated Flagger Assistance Devices, direction of traffic. The devices may be operated either by a single flagger at one end

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/implemented/1020100.impl.pdf?sfvrsn=e7f4a52a_0

2024FDM213ModRoundabout

. Flattening the Providing a flat exit radius also helps drivers maintain their natural trajectory, of the intersection should be as flat as practical to allow the circulatory roadway pavement to slope to the outside, for increased speeds associated with a flatter exit radius design should be taken, The fastest path is defined as the radius (R1, R2, R3, R4 and R5) that provides the smoothest and flattest, and providing a safe environment for pedestrians. Provide flat exit geometry when no pedestrian facilities

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm213modroundabout.pdf?sfvrsn=a00e4b6_1

SS9900202

the marker base down, between the flat, parallel 0.5 inch steel plates of a compression testing machine. Place on top of the marker, a flat piece of 60 (Shore A) durometer rubber, 6 inch by 6 inch, flanged U-channel or Square Tube steel meeting the mechanical requirements of ASTM A 499, Grade 60, in. to 0.875 in. (height) x 12 in. (wide) 990-10 Automated Flagger Assistance Devices (AFAD): 990-10.1, Stop/Slow Automated Flagger Assistance Devices: Provide a Stop/Slow AFAD including a Stop/Slow sign

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9900202.pdf?sfvrsn=d906022a_0

9900301.FHWA

red lens and a flashing circular yellow lens to control traffic without the need for a flagger, . The display panel background and frame for the display assembly shall be painted flat black and shall, Cconditions tests described in NEMA TS -5-2017. 990-10.1.1 Stop/Slow Automated Flagger Assistance, and the slow face of a Stop/Slow paddle without the need for a flagger in the immediate vicinity, Automated Flagger Assistance Devices: Provide a Red/Yellow Lens AFAD that alternately displays

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/9900301.fhwa.pdf?sfvrsn=3d5549e2_0

E1W56-R0

TREATMENT-FLARED APPROACH TERMINAL, REPLACE, NCHRP 350 EA 5.000 E536- 6-424 END ANCHORAGE ASSEM (REPLACE) (PARALLEL) EA 7.000 E536- 6-425 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, - MISCELLANEOUS GUARDRAIL MAINTENANCE LF 1,500.000 E536-322-501 END ANCHOR ASSEM FLARED (REPL FLARED END SECT) EA 10.000 E536-322-502 END ANCHOR ASSEM FLARED (REPL ROUND END SECT) EA 10.000 E536-322-503 END ANCHOR ASSEM FLARED (REPL BUFFER END SECT) EA 10.000 E536-322-506 END ANCHOR ASSEM FLARED (REPL

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2023/nov02/e1w56-r0.pdf?sfvrsn=2315c2cf_1

4500100.comm

 4500100 PRECAST PRESTRESSED CONCRETE CONSTRUCTION COMMENTS FROM INTERNAL/INDUSTRY REVIEW Pat McCann 954-254-8317 pmccann@targetengineering.com Comments: (12-7-15) "450-11.5 Cutting Strands and Bars: Upon completion of the detensioning operation,cut strands to required length, using an oxygen flame or mechanical cutting device. Do not use electric arc welders to cut bars or strands. For CFRP strands, flame or shear cutting is not permitted." The spec. tells what can't be used to cut

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/4500100.comm.pdf?sfvrsn=c886167c_0

522-002IndReviewPkg

' - 0 " M a x . 1 2 ' - 0 " M i n . (See Note 3) " Max.) 2 1 (2 Flangeway Gap, i n . 1:12 1 : 1 2 RAILROAD CROSSING NOTES: 3. Flangeway Gap may be up to 3" for Freight, 2 ' - 0 " M i n . (See Note) " Max.) 2 1 (2 Flangeway Gap 6 6 522-002 DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 11/01/25 RAILROAD CROSSING RAILROAD CROSSING NOTE: Flangeway Gap

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/522-002indreviewpkg.pdf?sfvrsn=696fd67_1

522-002FHWAReviewPkg

' - 0 " M a x . 1 2 ' - 0 " M i n . (See Note 3) " Max.) 2 1 (2 Flangeway Gap, i n . 1:12 1 : 1 2 RAILROAD CROSSING NOTES: 3. Flangeway Gap may be up to 3" for Freight, 2 ' - 0 " M i n . (See Note) " Max.) 2 1 (2 Flangeway Gap 6 6 522-002 DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 11/01/25 RAILROAD CROSSING RAILROAD CROSSING NOTE: Flangeway Gap

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/522-002fhwareviewpkg.pdf?sfvrsn=546ace34_1
20 of 4070 results