4444 search results for fla
460-472
" below existing concrete and areas and shall be finished flat by grouting or grinding as required, Existing Edge of similar) shown, Flared Curb remain (Parallel Curb Approach Slab Curb to Plans, Sidewalk or Integral Sidewalk Wing Wall similar shown, Existing Parallel Existing Flared Wing Wall, LESS THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED SIDEWALKS, as required to maintain 2" top and side clearance ends with no opposing traffic and on bridges with flared
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/460-472.pdf?sfvrsn=5359a466_1460-475
has been removed shall match adjoining areas and shall be finished flat by Intermediate Deck Joints, ) Double Dowel Bars 4D (10" similar) shown, Flared Curb remain (Parallel Curb Approach Slab Curb, Detached Sidewalk or Integral Sidewalk Wing Wall similar shown, Existing Parallel Existing Flared, (Last OR INTEGRAL SIDEWALKS LESS THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS, with no opposing traffic and on bridges with flared Approach Slab Curbs. Shape and height of Transition Block
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/460-475.pdf?sfvrsn=d9950bd9_1460-476
match adjoining areas and shall be finished flat by at Intermediate Deck Joints Detail, Index, ) Transition Block Embedment) (See Note 2) Double Dowel Bars 4D (10" shown, Flared Curb similar) remain, similar Wall shown, Existing Existing Flared Wing (Type Varies) Existing Wing Post (Type Varies, FOR PARALLEL OR FLARED CURBS WITH DETACHED SCHEME 2 (Existing Wing Post and Traffic Railing, clearance ends with no opposing traffic and on bridges with flared Approach Slab Curbs. Shape
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/460-476.pdf?sfvrsn=3c85a23d_1460-472
existing concrete and areas and shall be finished flat by grouting or grinding as required, of similar) shown, Flared Curb remain (Parallel Curb Approach Slab Curb to Plans for Details, or Integral Sidewalk Wing Wall similar shown, Existing Parallel Existing Flared Wing Wall Begin or End, RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED SIDEWALKS SCHEME 2 (Existing, " top and side clearance ends with no opposing traffic and on bridges with flared Approach Slab
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/460-472.pdf?sfvrsn=970f680a_1460-473
OF RAILING be burned off 1" below existing concrete and grouted over. finished flat by grouting, of Existing Approach (See Note 1) Transition Block shown, Flared Curb similar) remain (Parallel Curb, Sidewalk Parallel Wing Wall similar Wall shown, Existing Existing Flared Wing Begin or End Bridge, RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED SCHEME 2 (Existing Wing Post, to maintain 2" top and side clearance ends with no opposing traffic and on bridges with flared Approach
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/460-473.pdf?sfvrsn=a434d18a_1460-475
been removed shall match adjoining areas and shall be finished flat by Intermediate Deck Joints, (10" similar) shown, Flared Curb remain (Parallel Curb Approach Slab Curb to Plans for Details, or Integral Sidewalk Wing Wall similar shown, Existing Parallel Existing Flared Wing Wall Begin, OR INTEGRAL SIDEWALKS LESS THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED, and on bridges with flared Approach Slab Curbs. Shape and height of Transition Block or Curb shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/460-475.pdf?sfvrsn=6fb9a7b1_1460-476
adjoining areas and shall be finished flat by at Intermediate Deck Joints Detail, Index 460-470, Embedment) (See Note 2) Double Dowel Bars 4D (10" shown, Flared Curb similar) remain (Parallel Curb, , Existing Existing Flared Wing (Type Varies) Existing Wing Post (Type Varies) Existing Traffic, OR FLARED CURBS WITH DETACHED SCHEME 2 (Existing Wing Post and Traffic Railing not shown for clarity, with no opposing traffic and on bridges with flared Approach Slab Curbs. Shape and height
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/460-476.pdf?sfvrsn=5aa30936_19951400-723FHWA
LED brightness changes. Flashing messages must not exceed 150 flashes per minute. 995-17.2.12, provide an option to include flashing beacons. Printed circuit boards must be protected with conformal, . Black EWS display backgrounds must be flat black (FED-STD-595-37038) with a reflectance value, , the display shall be able to flash. When no advancing traffic is detected, the display must be blank, . 995-17.6 Electronic Speed Feedback Signs: The ESFS display background must be flat black (FED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9951400-723fhwa.pdf?sfvrsn=1f58f8ac_19621001FHWA
Round B, C Composition, Tensile, Flattening Test, Impact (Zone 1), Size Shaped Composition, , Tensile, Impact (Zone 1), Size A847 Round Welded, Seamless Composition, Tensile, Flattening, , Bend, Flattening), Size SUBARTICLE 962-10.3 is deleted and the following substituted: 962-10.3, Composition, Tensile, Flattening Test, Impact (Zone 1), Size Shaped Composition, Tensile, Impact (Zone, ), Size A847 Round Welded, Seamless Composition, Tensile, Flattening, Impact (Zone 1), Size
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9621001fhwa.pdf?sfvrsn=1261d140_1SPI-515-051
be required for perpendicular or flared wingwalls at Begin and End Bridge. Provide existing railing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-515-051.pdf?sfvrsn=62deb5dd_1SPI-515-061
treatment details may be required for perpendicular or flared wingwalls at Begin and End Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-515-061.pdf?sfvrsn=611631a_1QuadGuard II Inspection Checklist
for Narrow (parallel) systems (p.38). Fender Panel gap is 1” or less for Wide (flared) systems (p.55
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/crash-cushion/quadguard-ii-inspection-checklist.pdf?sfvrsn=c97dab81_1SPI-515-051
be required for perpendicular or flared wingwalls at Begin and End Bridge. Provide existing railing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-515-051.pdf?sfvrsn=cf9976b9_1SPI-515-061
treatment details may be required for perpendicular or flared wingwalls at Begin and End Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-515-061.pdf?sfvrsn=70b7ffc9_1SPI-515-051
be required for perpendicular or flared wingwalls at Begin and End Bridge. Provide existing railing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-515-051.pdf?sfvrsn=d2a14cbb_1SPI-515-061
treatment details may be required for perpendicular or flared wingwalls at Begin and End Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-515-061.pdf?sfvrsn=639d63f0_143018545201-PLANS-03-SIGNALIZATION
VEHICLE MOVEMENTS SHALL FLASH RED. WHEN SIGNAL IS IN FLASHING MODE, MOVEMENTS 2 AND 6 SHALL FLASH, OR THE ANCHORING OF THE CABINET FLANGE TO THE CONCRETE FOUNDATION. CONDUITS SO THEY WILL NOT OBSTRUCT, " MIN. FLAT (TYP.) 132' (TYP.) 166' 632-7-1 1 PI 630-2-11 30 LF (1 RUN,1H) EXIST. PED, START To Finish Crossing TIMEREMAINING DON'T CROSS STEADY TIMER FLASHING LAKELAND HILLS BLVD, Crossing DON'T START To Finish Crossing TIMEREMAINING DON'T CROSS STEADY TIMER FLASHING DEESON
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad-25105/43018545201-plans-03-signalization.pdf?sfvrsn=f17f4020_16500000.FHWA
and must meet the requirements of ASTM D3359, ASTM D3363, and ASTM D522. Surface erosion, flaking, Temperature: Below -200 F (-129 C), as per ASTM D746 d) Flammability: Self-extinguishing, as per, and must meet the requirements of ASTM D3359, ASTM D3363, and ASTM D522. Surface erosion, flaking, Temperature: Below -200 F (-129 C), as per ASTM D746 d) Flammability: Self-extinguishing, as per ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/6500000.fhwa.pdf?sfvrsn=2d9ea807_06820202ind
, and projection engine. 682-2.2.5 Flat Panel Display: Furnish and install a flat panel display unit, requirements. Table 682-1 Minimum Requirements for Display Devices Flat Panel Display Rear Projection, flaw or failure occurs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/6820202ind.pdf?sfvrsn=725a261f_14600101FHWA
web opposite the mark on the splice plate. Place the mark on top or bottom flange splice plates, 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 plates, site. Make a matching mark on the girder flange opposite the mark on the splice plate. Mark, flange. Mark diaphragms in the middle upper portion of the web. Mark cross-frames in the middle
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/4600101fhwa.pdf?sfvrsn=8fb735ca_1