4070 search results for fla

9620000-723impl

, 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_2

9621001int

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_1

9621001ind

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_1

9160000.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_0

6030206-724origind

. 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_1

FLEAT 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_1

1020921.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_0

ST. 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_1

ST. 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_1

450-036

 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_1

450-045

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_1

450-054

(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_1

450-063

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_1

450-072

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_1

450-078

 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

450-084

Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM (Showing Bars 5K, End of flange only) bottom of bottom " Chamfer (Typ. 4 3 1 ' - 3 " R 4M2, 4M3 & 5Y BARS

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-084.pdf?sfvrsn=8d80e984_1

450-096

 1 0 / 1 5 / 2 0 2 3 1 1 : 3 1 : 0 5 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX FLORIDA-I 96 BEAM - STANDARD DETAILS 1 2 450-096 11/01/19 Beam End of as ( ) Typ.) Bars 5Y (shown flange only) bottom of bottom " Chamfer (Typ. 4 3 " 4 3 6 9 " C/2 "/Sin Ø) 2 1 C=(17 3D1 & 3D2 3D3 " 2 1 1'-11, or (End 1 Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM (Showing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-096.pdf?sfvrsn=7a164669_1

450-045

required to clear Typ.) Rotate as Bars 3D (Pairs (Typ.) Bars 3C flange only) bottom of bottom, 5K, 5Y & 5Z Only) SECTION A-A FOR CONVENTIONAL REINFORCING (End 1 Shown, End 2 Similar) (Flanges

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-045.pdf?sfvrsn=80073aa5_1

450-072

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 AT END

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-072.pdf?sfvrsn=818d189d_1

450-036

 1 0 / 1 7 / 2 0 2 4 8 : 1 8 : 5 8 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 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, , End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 5A, 4M1

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-036.pdf?sfvrsn=530b495e_1
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