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2015 Mitigation Payment Handbook
the request manually, applying all the required work program and FLAIR edits to the project. Any failed edit, information will be input into MFMP upon requisition creation to ensure the encumbrance is reduced in FLAIR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/2015-mitigation-payment-handbook_ccc1f4cc-fa85-4b7b-a409-9a2b7260f384.pdf?sfvrsn=e21275f6_0400-090
1 0 / 1 5 / 2 0 2 3 1 1 : 1 3 : 1 5 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX APPROACH SLABS (30 FT.) (FLEXIBLE PAVEMENT APPROACHES) 11/01/22 1 2 400-090 of Bent Cap (Flat Slab Bridge) or Girder Bridge) or Edge, , FLAT SLAB BRIDGE SIMILAR) VIEW C-C AT BEGIN OR END BRIDGE (BEAM AND RETAINING WALL SECTION THRU APPROACH SLAB BRIDGE SHOWN, FLAT SLAB BRIDGE SIMILAR) VIEW D-D AT BEGIN OR END BRIDGE (BEAM JOINT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/400-090.pdf?sfvrsn=5a2b7773_1400-091
1 0 / 1 5 / 2 0 2 3 1 1 : 1 4 : 2 0 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX APPROACH SLABS (30 FT.) (RIGID PAVEMENT APPROACHES) 11/01/17 1 2 400-091 of Bent Cap (Flat Slab Bridge) or Girder Bridge) or Edge Back, APPROACH SLAB BRIDGE SHOWN, FLAT SLAB BRIDGE SIMILAR) VIEW C-C AT BEGIN OR END BRIDGE (BEAM AND RETAINING WALL SECTION THRU APPROACH SLAB BRIDGE SHOWN, FLAT SLAB BRIDGE SIMILAR) VIEW D-D AT BEGIN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/400-091.pdf?sfvrsn=9333cb5a_1400-090
1 0 / 1 7 / 2 0 2 4 8 : 0 5 : 0 7 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX APPROACH SLABS (30 FT.) (FLEXIBLE PAVEMENT APPROACHES) 11/01/22 1 2 400-090 of Bent Cap (Flat Slab Bridge) or Girder Bridge) or Edge Back, to " Preformed Joint Filler - extend ƀ AND END BENT WINGWALL SECTION THRU APPROACH SLAB BRIDGE SHOWN, FLAT, SLAB BRIDGE SHOWN, FLAT SLAB BRIDGE SIMILAR) VIEW D-D AT BEGIN OR END BRIDGE (BEAM JOINT DETAIL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/400-090.pdf?sfvrsn=b2f84abb_1400-091
1 0 / 1 7 / 2 0 2 4 8 : 0 6 : 0 8 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX APPROACH SLABS (30 FT.) (RIGID PAVEMENT APPROACHES) 11/01/17 1 2 400-091 of Bent Cap (Flat Slab Bridge) or Girder Bridge) or Edge Back, BRIDGE SHOWN, FLAT SLAB BRIDGE SIMILAR) VIEW C-C AT BEGIN OR END BRIDGE (BEAM AND RETAINING WALL SECTION THRU APPROACH SLAB BRIDGE SHOWN, FLAT SLAB BRIDGE SIMILAR) VIEW D-D AT BEGIN OR END
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/400-091.pdf?sfvrsn=304cd459_16490500-122origind
the reference position of each snug-tight nut on one flat with a corresponding reference mark, , 5/8 inch long), nut and two flat washers (1/4 inch inside diameter) and lock washer. Tightly clamp the screen layers between the flat washers. 649-7 9 Structural Grout Pads. On mast arm support
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/6490500-122origind.pdf?sfvrsn=74e29d6b_2roi_final_report_0308
. These counties were Brevard, Calhoun, Escambia, Flagler, Jefferson, Nassau, St. Lucie, Volusia, $ 10.44 714,197.03 $ $54,017,830.00 $75.63 $27,008,915.00 $37.82 $5,401,783.00 7.56 $ Flagler 13,958, $ 10.44 505,600.15 $ 1,972,060.44 $ 3.90 $ 100,575.08 $ 0.20 $ Flagler 21,923 $ 13.39 293,466.20
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/studies-reports/roi_final_report_0308.pdf?sfvrsn=e1484a27_2FL Statewide ITSFM Functional Requirements v2.0
of Orlando City City of Ormond Beach City City of Palm Coast City City of Port Orange City Flagler, Address User Optional MAC Address User Optional Firmware Version User Required Flasher
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/itsfm/documents/fl-statewide-itsfm-functional-requirements-v2-0.pdf?sfvrsn=f55d74ed_19160201-122origind
% (Not applicable for PG 76-22 (ARB)) Flash Point, AASHTO T 48-18 Cleveland Open Cup Minimum 450ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/9160201-122origind.pdf?sfvrsn=f2e8bbfe_29160000.origind
)) Flash Point, AASHTO T48-06 (2015)17 Cleveland Open Cup Minimum 450ºF Rotational Viscosity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/9160000.origind.pdf?sfvrsn=ba04bd41_09160000.FHWA
44-013 (2011) in Trichloroethylene Minimum 99.0% (Not applicable for PG 76-22 (ARB)) Flash Point, ) minimum 20% Particle Charge Test (d) positive Test on Residue: (e) Flash Point COC minimum 410ºF, in Trichloroethylene Minimum 99.0% (Not applicable for PG 76-22 (ARB)) Flash Point, AASHTO T, Charge Test (d) positive Test on Residue: (e) Flash Point COC minimum 410ºF Viscosity 140ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/9160000.fhwa.pdf?sfvrsn=45b51e20_0CM-102-04 Portable Radar Speed Display Unit
in this field. Physical Inspection 6 The Portable Radar Speed Display Unit and plaque do not flash
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-102-04-portable-radar-speed-display-unit.docx?sfvrsn=8e83a9be_14530000.origind
exceeding 95°F at any point on the surface. Direct flame heating of the concrete is not allowed. 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/4530000.origind.pdf?sfvrsn=ae0ef95b_04520200.origind
on the surface. Direct flame heating of the concrete is not allowed. 4. Maintain the temperature
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/4520200.origind.pdf?sfvrsn=ef8df695_0