3723 search results for fla
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_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_0SDGChapter8B
. System status: a. Traffic signals GREEN. b. Flashing yellow lights (WARNING DRAWBRIDGE AHEAD) OFF, . Flashing yellow lights (WARNING DRAWBRIDGE AHEAD sign). 1. Starting opening sequence turns yellow flashing lights on. E. Overhead traffic signals to YELLOW. 1. Change to YELLOW immediately after, ).automatically after traffic signals turn RED. b. Automatically begin flashing lights on gate arm(s, by flashing indicating light on appropriate LOWER OFF-GOING GATE pushbutton. 5. Gates can
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease/2024/sdgchapter8b.pdf?sfvrsn=4b096571_2SDGChapter8B
READY." 2. System status: a. Traffic signals GREEN. b. Flashing yellow lights (WARNING DRAWBRIDGE, HORN (PUSH & HOLD) pushbutton to sound horn. D. Flashing yellow lights (WARNING DRAWBRIDGE AHEAD sign). 1. Starting opening sequence turns yellow flashing lights on. E. Overhead traffic signals, 2025 8B-4 b. Automatically begin flashing lights on gate arm(s) when traffic lights turn RED. 3, )/bell(s). 4. Lower on-coming gates, manually. Prompt by flashing indicating light on appropriate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease/2025/sdgchapter8b.pdf?sfvrsn=8d62ad19_1715-002FHWAApprovedPkg
) spiral @ 6" pitch, 3 flat turns top and 1 flat turn bottom. 2. Foundation Tie Bars: #4 Tie Bars @ 12" centers (max.) or D10 than 1:4 and equal to or flatter than 1:2 add 2'-6" to foundation depths shown. 1. Depths shown are for slopes equal to or flatter than 1:4. For slopes steeper 9 4 715-002, " Foundation (Plumb) ¡ Pole, Base, & W10) spiral @ 6" pitch, 3 flat turns top and 1 flat turn bottom, . slope steeper than 1:4 and equal to or flatter than 1:2 add 2'-6" 1. Depths shown are for slopes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/715-002fhwaapprovedpkg.pdf?sfvrsn=ee5e437e_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_1450-084
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_1450-096
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_1450-045
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_1450-072
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_1450-036
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_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/2026/idx/450-063.pdf?sfvrsn=5057ca5e_1450-054
(Pairs (Typ.) Bars 3C to the end of beam measured perpendicular * These dimensions are flange only, 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/450-054.pdf?sfvrsn=2f6e7a9f_1450-084
Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM (Showing Bars 5K, 5Y, of flange only) bottom of bottom " Chamfer (Typ. 4 3 1 ' - 3 " R 4M2, 4M3 & 5Y BARS 6A
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-084.pdf?sfvrsn=95a22712_1450-096
1 0 / 1 7 / 2 0 2 4 8 : 4 5 : 4 7 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 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 A+B, or (End 1 Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM (Showing Bars
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-096.pdf?sfvrsn=a57705aa_1