4070 search results for fla
450-002
, required flat surface No chamfer, compound joint Full epoxy PILE BUILD-UP DETAIL REINFORCED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-002.pdf?sfvrsn=9b4fb5e1_1455-102
BUILD-UP DETAIL REINFORCED PRECAST NONDRIVABLE UNFORESEEN required flat surface No chamfer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/455-102.pdf?sfvrsn=1eaa1cf5_1MATT Checklist
™ Guardrail Panels at Posts 2, 3, 4 and 5. (pp 26-29) □ 19. Ensure the 5/8” heavy flat washers (1/4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/matt-checklist.pdf?sfvrsn=9c899289_1fm5-558
results are questionable. 5.2. Check odometer measurement monthly. Use a flat, straight surveyed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm5-558.pdf?sfvrsn=112cfb25_3700-011
and Washers Head Bolts with Flat or Button " Dia. Aluminum 4 1 Vertical Brace (See General
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/700-011.pdf?sfvrsn=e403d69a_2700-091
Beam Beam Web Washers (Typ.) Nuts and 2 Flat Bolt with Double A325 Hex Head " Ø ASTM 4 3 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/700-091.pdf?sfvrsn=8f1a6a32_2700-011e
Bolts with Flat or Button " Dia. Aluminum 4 1 Vertical Brace (See General Note 4) (See Note 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/idx/700-011e.pdf?sfvrsn=94d96e51_2700-091e
Beam Beam Web Washers (Typ.) Nuts and 2 Flat Bolt with Double A325 Hex Head " Ø ASTM 4 3 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/idx/700-091e.pdf?sfvrsn=e10b7467_32024June-Fri09-FHWAProvenSafetyMeasures
lower than flat roads D7 DW SCRIM Pilot Results – Friction CMF D7 DW SCRIM Pilot Results – Macrotex
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024june-fri09-fhwaprovensafetymeasures.pdf?sfvrsn=4349f5d6_12024June-Fri08-SafetyInnovations
lower than flat roads D7 DW SCRIM Pilot Results – Friction CMF D7 DW SCRIM Pilot Results – Macrotex
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024june-fri08-safetyinnovations.pdf?sfvrsn=4b1afe47_1649-010-InternalReviewResponse
Opening Anchor Nut 0.6 x 'J' Center to Flat Measured Inside Radius 'J' Wall Thickness Base Ø 'K
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/649-010-internalreviewresponse.pdf?sfvrsn=80364a34_1700-011
and Washers Head Bolts with Flat or Button " Dia. Aluminum 4 1 Vertical Brace (See General Note 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/700-011.pdf?sfvrsn=b788e6fd_1700-091
Beam Beam Web Washers (Typ.) Nuts and 2 Flat Bolt with Double A325 Hex Head " Ø ASTM 4 3 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/700-091.pdf?sfvrsn=683791fe_1D540-001
Shoulder LEGEND: Barrier Permitted B o t t o m C a b l e T o p C a b l e Barrier Permitted (EXAMPLES SHOWN) HTCB LATERAL OFFSETS - TYPICAL SECTION (Typ.) (See Note 4) Line Post Foundation GENERAL HTCB - ELEVATION VIEW 1 : 6 M a x . 1 : 6 M a x . (See Note 7) 2" Asphalt or 3" Concrete Mow Strip Median Example Max. Slope Median Example Flat Bottom Travel Lane Edge of Line Post (Typ.) (See Note 7) 3" Concrete Required Mow Strip (See Note 7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/dev/d540-001.pdf?sfvrsn=e0c0a81c_10455-102
BUILD-UP DETAIL REINFORCED PRECAST NONDRIVABLE UNFORESEEN required flat surface No chamfer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/455-102.pdf?sfvrsn=ef076837_1455-002
, required flat surface No chamfer, compound joint Full epoxy PILE BUILD-UP DETAIL REINFORCED C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/455-002.pdf?sfvrsn=e85422e6_1700-011
Bolts with Flat or Button " Dia. Aluminum 4 1 Vertical Brace (See General Note 4) (See Note 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/idx/700-011.pdf?sfvrsn=39ff7d26_49650100-724IMPL
Button Head or Flat Head Bolts ASTM F468 2024-T4 6061-T6 S2 Lot Testing, Alloy, Temper Hex
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9650100-724impl.pdf?sfvrsn=8cee82b7_15150100-724IMPL
may be used in lieu of trimmed flat shim plates. If shims greater than 1/2 inch total thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/5150100-724impl.pdf?sfvrsn=7914cb7f_16490700-724IMPL
retainer nut on one flat with a corresponding reference mark on the anchor nut and base plate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/6490700-724impl.pdf?sfvrsn=423e51b8_1