4542 search results for fla
SPI-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_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_09951400-723FHWA
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_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_16820202ind
, 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_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_1Certified Bridge Inspector Sort by Letter
/ / 00427 Mark P. Flashinski / / 00057 Garland Flowers / / 00255 Charles L. Floyd, Sr. / / 00068
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/in/cbi-alpha-jan-2019-internet_87aee867-aca0-4188-8e79-2ac177ef4d72.pdf?sfvrsn=2c9530ac_0Certified Bridge Inspector Sort by Number
00425 Harold L. Pillow 1/1/2020 00426 Cory L. Thomson 1/1/2020 00427 Mark P. Flashinski / / 00428
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/in/cbi-number-jan-2019-internet_a9f1bcd7-4b3f-4db1-b17f-9f69591c9015.pdf?sfvrsn=56546821_0E3Z05-R0
TRAILING ANCHORAGE, REPLACE EXISTING EA 2.000 E536-301-501 END ANCHOR ASSEM TYPE II (REPL FLARED END, ASSEM FLARED (REPL FLARED END SECT) EA 4.000 E536-322-502 END ANCHOR ASSEM FLARED (REPL ROUND END SECT) EA 4.000 E536-322-503 END ANCHOR ASSEM FLARED (REPL BUFFER END SECT) EA 4.000 Page 8 Bid, Description Unit Quantity E536-322-506 END ANCHOR ASSEM FLARED (REPL GUARDRAIL BEAM) EA 4.000 E536-322-508 END ANCHOR ASSEM FLARED (REPL TIMBER BREAK POST) EA 4.000 E536-324-506 END ANCHOR ASSEM PARALLEL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/nov13/e3z05-r0.pdf?sfvrsn=a9d31840_1460-472IntReviewPkg
concrete and areas and shall be finished flat by grouting or grinding as required. Exposed 3. Areas where, Approach Existing Edge of similar) shown, Flared Curb remain (Parallel Curb Approach Slab Curb, Flared Wing Wall Begin or End Bridge Front Face of Backwall & (Type Varies) Existing Traffic, 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 match
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/460-472intreviewpkg.pdf?sfvrsn=4ee6a727_1460-475IntReviewPkg
and shall be finished flat by Intermediate Deck Joints Detail, Index 460-470, Sheet 2, as required, ) shown, Flared Curb remain (Parallel Curb Approach Slab Curb to Plans for Details of Sidewalk, Sidewalk Wing Wall similar shown, Existing Parallel Existing Flared Wing Wall Begin or End Bridge, THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED SIDEWALKS SCHEME 2, with flared Approach Slab Curbs. Shape and height of Transition Block or Curb shall match existing bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/460-475intreviewpkg.pdf?sfvrsn=f1cda865_1460-472IndReviewPkg
concrete and areas and shall be finished flat by grouting or grinding as required. Exposed 3. Areas where, Approach Existing Edge of similar) shown, Flared Curb remain (Parallel Curb Approach Slab Curb, Flared Wing Wall Begin or End Bridge Front Face of Backwall & (Type Varies) Existing Traffic, 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 match
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/460-472indreviewpkg.pdf?sfvrsn=43c54f3a_1460-475IndReviewPkg
and shall be finished flat by Intermediate Deck Joints Detail, Index 460-470, Sheet 2, as required, ) shown, Flared Curb remain (Parallel Curb Approach Slab Curb to Plans for Details of Sidewalk, Sidewalk Wing Wall similar shown, Existing Parallel Existing Flared Wing Wall Begin or End Bridge, THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED SIDEWALKS SCHEME 2, with flared Approach Slab Curbs. Shape and height of Transition Block or Curb shall match existing bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/460-475indreviewpkg.pdf?sfvrsn=23035e67_1460-472FHWAReviewPkg
concrete and areas and shall be finished flat by grouting or grinding as required. Exposed 3. Areas where, Approach Existing Edge of similar) shown, Flared Curb remain (Parallel Curb Approach Slab Curb, Flared Wing Wall Begin or End Bridge Front Face of Backwall & (Type Varies) Existing Traffic, 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 match
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/460-472fhwareviewpkg.pdf?sfvrsn=f4d006da_1460-475FHWAReviewPkg
and shall be finished flat by Intermediate Deck Joints Detail, Index 460-470, Sheet 2, as required, ) shown, Flared Curb remain (Parallel Curb Approach Slab Curb to Plans for Details of Sidewalk, Sidewalk Wing Wall similar shown, Existing Parallel Existing Flared Wing Wall Begin or End Bridge, THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED SIDEWALKS SCHEME 2, with flared Approach Slab Curbs. Shape and height of Transition Block or Curb shall match existing bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/460-475fhwareviewpkg.pdf?sfvrsn=4de329ca_1460-472FHWAApproved
concrete and areas and shall be finished flat by grouting or grinding as required. Exposed 3. Areas where, , Flared Curb remain (Parallel Curb Approach Slab Curb to Plans for Details of Sidewalk replacement, Wall similar shown, Existing Parallel Existing Flared Wing Wall Begin or End Bridge Front Face, TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED SIDEWALKS SCHEME 2 (Existing Wing Post, 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/irr/2026/460-472fhwaapproved.pdf?sfvrsn=395750f4_1