4106 search results for fla
9320200-724origind
and certification per this Section. Flash tolerance, finish and appearance of bearings shall meet, shall be finished or machined flat to within 0.01 inches. The bottom surfaces of external load plates (masonry plates) designed to rest on bearing pads shall not exceed an out of flatness value, in the finished product. External load bearing plates shall be finished or machined flat to within 0.01 inches, shall not exceed an out of flatness value of 0.0625 inches. External load bearing plates (e.g
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9320200-724origind.pdf?sfvrsn=32f5b967_1444634-1_SR72-HawkinsRd_ICE-Memo_FINAL
LOCATION JUNCTION_FLAG S4_CRASH_TYPE S4_CRASH_TYPE_SIMS4_CRASH_SEVERIT S4_INJURY_COUNT S4_BICYCLIST_COUNT, is recommended: • Install SCHOOL ENTRANCE Warning Signs (FTP 33-06) with supplemental flashing beacons, approaches to the intersection with supplemental flashing beacons to operate during school arrival and dismissal periods. Per Chapter 15 of the FDOT Speed Zoning Manual, flashing beacons should be used, (FTP 33-06) with supplemental flashing beacons to operate during school arrival and dismissal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26123/444634-1_sr72-hawkinsrd_ice-memo_final.pdf?sfvrsn=a03849e2_10071104RR.comm
. if the rail is providing flagman why is this needed? Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/0071104rr.comm.pdf?sfvrsn=f8cdc1d5_09160000.impl
, AASHTOT44-03(2011) inTrichloroethylene Minimum 99.0% (Not applicable for PG 76-22 (ARB)) Flash, Charge Test (c) positive Test on Residue: (d) FlashPoint COC minimum 410ºF Viscosity 140ºF 6 0 0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/9160000.impl.pdf?sfvrsn=b7582c74_019-13-Le-CommunityEngagement
Initiative ✓ FLAP (Federal Lands Access Program) grant ✓ LFA with City of Boynton Beach ✓ Boynton, phasing allowing both contractors work simultaneously ✓ Flaggers ➢ Approach ✓ Persistence
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/19-13-le-communityengagement.pdf?sfvrsn=81e88d5_19620100-724IMPL
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, Railing A53 A, B E, S Composition, Mechanical Testing (Tensile, Bend, Flattening), Size 962-10.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9620100-724impl.pdf?sfvrsn=dbb5a442_19620000-723impl
, Tensile Structural Tubing A500 Round B, C Composition, Tensile, Flattening Test, Impact, Composition, Tensile, Flattening, Impact (Zone 1), Size Square, Rectangle, Special Welded, Testing (Tensile, Bend, Flattening), Size 962-10.2 Field Splice Filler Materials: Provide field
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/9620000-723impl.pdf?sfvrsn=a5ea269c_29621001int
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, Railing A53 A, B E, S Composition, Mechanical Testing (Tensile, Bend, Flattening), Size
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/9621001int.pdf?sfvrsn=ca0a3643_19621001ind
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, Railing A53 A, B E, S Composition, Mechanical Testing (Tensile, Bend, Flattening), Size
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9621001ind.pdf?sfvrsn=18730ef4_11020921.FHWA
signals may be used as an alternate to flaggers for lane closure operations on two-lane, two-way, . Temporary signals may be used, at the Contractor’s option, as an alternate to flaggers for lane closure, option as an alternative to flaggers will be included in Maintenance of Traffic, lump sum. ARTICLE, , at the Contractor’s option, as an alternate to flaggers for lane closure operations on two- lane, as an alternative to flaggers will be included in Maintenance of Traffic, lump sum. ARTICLE 102-13
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/1020921.fhwa.pdf?sfvrsn=9e25584d_0ST. JOHNS COUNTY_TWOP2026-2030 WPPH_BY DESCRIPTION_11-13-2024_SUBJECT TO CHANGE
- NE FLA REG APT ACQUISITION OF INDEX B ARFF VEH REQ PART 139 PFL10688 Type of Work: AVIATION, 439967-1 - NORTHEAST FLA REG APT DESIGN & CONST ARFF BUILDING PART 139 PFL0007619 Type of Work, - NORTHEAST FLA REG APT DESIGN & CONST HANGARS PFL0014305 Type of Work: AVIATION REVENUE/OPERATIONAL, $750,000 Total for Project 433126-4 $2,000,000 $1,500,000 433126-6 - NORTHEAST FLA REG APT WEST, for Project 210265-8 $6,996,181 210265-9 - SRA1A FROM FLAGLER C/L TO E MAGNOLIA AVE Type of Work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/documents-by-description/st-johns-county_twop2026-2030-wpph_by-description_11-13-2024_subject-to-change.pdf?sfvrsn=3b6a67ab_1ST. JOHNS COUNTY_TWP2026-2030 WPPH_BY ITEM_11-13-2024_SUBJECT TO CHANGE
for Project 433126-3 $4,000,000 433126-4 - NORTHEAST FLA REG APT DESIGN & CONST HANGARS PFL0014305 Type, 433126-6 - NORTHEAST FLA REG APT WEST AIRFIELD EXPANSION STUDY PFL0014801 Type of Work: AVIATION, Logistics And Passenger Operations Program: Aviation 439967-1 - NORTHEAST FLA REG APT DESIGN & CONST, 439967-1 $1,817,000 439968-1 - NE FLA REG APT ACQUISITION OF INDEX B ARFF VEH REQ PART 139 PFL10688, FLAGLER C/L TO E MAGNOLIA AVE Type of Work: RESURFACING Phase Funding Source 2026 2027 2028 2029 2030
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/documents-by-type/st-johns-county_twp2026-2030-wpph_by-item_11-13-2024_subject-to-change.pdf?sfvrsn=2916143b_1FLEAT SP MGS (31) - NCHRP350 TL3 - Memo
ROAD SYSTEMS, INC. 2516 Mallory Lane, Stow, OH 44224 Technical Support & Marketing Phone 330-346-0721 Technical Support & Marketing Fax 330-346-0722 Internet www.roadsystems.com MEMORANDUM TO: Whom It May Concern FROM: John C Durkos DATE: September 16, 2014 SUBJECT: SKT & FLEAT MGS Installation Manual The RSI web site www.roadsystems.com has installation manuals and assembly drawings for the SKT (tangent) and FLEAT (flared) terminals which can be downloaded. These manuals
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/fleat-sp-mgs-(31)---nchrp350-tl3---memo.pdf?sfvrsn=87c66b4e_16030206-724origind
. Controllers 2. Vehicle detectors 3. Load switches 4. Flasher units 5. Preemption units 6. Conflict
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/6030206-724origind.pdf?sfvrsn=d4d7717c_1450-036
1 0 / 1 5 / 2 0 2 3 1 1 : 2 5 : 1 9 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX FLORIDA-I 36 BEAM - STANDARD DETAILS 1 2 450-036 11/01/19 Beam End of as ( ) Typ.) Bars 5Y (shown flange only) bottom of bottom " Chamfer (Typ. 4 3 to the end of beam measured perpendicular * These dimensions are 4M2 (Typ, Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 5A
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-036.pdf?sfvrsn=e69651d8_1450-045
required to clear Typ.) Rotate as Bars 3D (Pairs (Typ.) Bars 3C flange only) bottom of bottom, ) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 5A, 4M1, 4M2, Embedded Bearing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-045.pdf?sfvrsn=4a566fbe_1450-054
(Pairs (Typ.) Bars 3C to the end of beam measured perpendicular * These dimensions are flange, ) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 5A, 4M1, 4M2, Embedded Bearing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-054.pdf?sfvrsn=f5f4fd1f_1450-063
Typ.) Rotate as Bars 3D (Pairs flange only) bottom of bottom " Chamfer (Typ. 4 3 (End 1 Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM (Showing Bars 5K, 5Y
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-063.pdf?sfvrsn=a3c60c38_1450-072
End of flange only) bottom of bottom " Chamfer (Typ. 4 3 1 ' - 3 " R to the end of beam, A-A FOR CONVENTIONAL REINFORCING (End 1 Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-072.pdf?sfvrsn=61610161_1450-078
1 0 / 1 5 / 2 0 2 3 1 1 : 2 9 : 3 2 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX FLORIDA-I 78 BEAM - STANDARD DETAILS 1 2 450-078 11/01/19 Anchor Studs required to clear Typ.) Rotate as Bars 3D (Pairs Beam End of flange only) bottom of bottom " Chamfer (Typ. 4 3 the end of beam perpendicular, , End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 6A, 4M1, 4M2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-078.pdf?sfvrsn=79947711_1