4427 search results for fla
SPM7000100ind
overlay sign panels on a flat surface with no protruding bolts or bolt heads, by replacing hex head bolts on the original sign surface using stainless steel flat head machine screws with nuts and lock washers to give a flat surface for the overlay panel. Use a single overlay sign panel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/review-package/spm7000100ind.pdf?sfvrsn=ff1b73ce_16490500-122impl
nuts, mark the reference position of each snug-tight nut on one flat with a corresponding reference, inch long), nut and two flat washers (1/4 inch inside diameter) and lock washer. Tightly clamp the screen layers between the flat washers. 649-9 Structural Grout Pads. On mast arm support
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/6490500-122impl.pdf?sfvrsn=628660b6_25610200int
limits for all components, and lower and upper explosive limits, flash point, boiling point, amount
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/5610200int.pdf?sfvrsn=169f75aa_19160300-723impl
% (Not applicable for PG 76-22 (ARB)) Flash Point, AASHTO T 48 Cleveland Open Cup Minimum 450ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/9160300-723impl.pdf?sfvrsn=7be568a3_29160201-122impl
% (Not applicable for PG 76-22 (ARB)) Table 916-1 SUPERPAVE PG ASPHALT BINDER Flash Point, AASHTO T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9160201-122impl.pdf?sfvrsn=1dd972b4_29160000.impl
, AASHTO T44-14 in Trichloroethylene Minimum 99.0% (Not applicable for PG 76-22 (ARB)) Flash Point
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/9160000.impl.pdf?sfvrsn=d3b55520_09160201.origind
% (Not applicable for PG 76- 22 (ARB)) Flash Point, AASHTO T 48-06 (2015) Cleveland Open Cup Minimum 450ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/9160201.origind.pdf?sfvrsn=ec48f42f_09160201.origind
% (Not applicable for PG 76-22 (ARB)) Flash Point, AASHTO T 48-06 (2015) Cleveland Open Cup Minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/9160201.origind.pdf?sfvrsn=5612bd03_09160000.origind
)) Flash Point, AASHTO T 48-06 (20102015) Cleveland Open Cup Minimum 450ºF Rotational Viscosity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9160000.origind.pdf?sfvrsn=78a70e8f_09160000.FHWA
in Trichloroethylene Minimum 99.0% (Not applicable for PG 76-22 (ARB)) Flash Point, AASHTO T 48-06
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9160000.fhwa.pdf?sfvrsn=81171748_09710000SS
* Shore Durometer, A2 40 75 Impact Resistance ASTM D 256, Method A 1.0 N·m - Flash Point ASTM D, - Flash Point ASTM D 92 475ºF [245ºC] - *The durometer and panel shall be at 110ºF [45ºC] with a 4.4 lb, * Shore Durometer, A2 65 - Impact Resistance ASTM D 256, Method A 10 inch pound [1.0 N·m] - Flash, , A2 45 - Impact Resistance ASTM D 256, Method A 10 in-lb [1.0 N·m] - Flash Point ASTM D 92 475ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9710000ss.pdf?sfvrsn=372070c8_09710000SS
* Shore Durometer, A2 40 75 Impact Resistance ASTM D 256, Method A 1.0 N·m - Flash Point ASTM D, - Flash Point ASTM D 92 475ºF [245ºC] - *The durometer and panel shall be at 110ºF [45ºC] with a 4.4 lb, * Shore Durometer, A2 65 - Impact Resistance ASTM D 256, Method A 10 inch pound [1.0 N·m] - Flash, , A2 45 - Impact Resistance ASTM D 256, Method A 10 in-lb [1.0 N·m] - Flash Point ASTM D 92 475ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9710000ss417312f3c76e41e7b042e9ce33967fa3.pdf?sfvrsn=8d6bd458_09160000.origind
in Trichloroethylene Minimum 99.0% (Not applicable for PG 76-22 (ARB)) 9160000 All Jobs Flash Point
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/9160000.origind.pdf?sfvrsn=44a268f5_09160000.FHWA
% (Not applicable for PG 76-22 (ARB)) 9160000 All Jobs Flash Point, AASHTO T48-06 (2010
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9160000.fhwa.pdf?sfvrsn=ed64908c_09160300-723origind
99.0% (Not applicable for PG 76-22 (ARB)) Flash Point, AASHTO T 48-18 Cleveland Open Cup
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/9160300-723origind.pdf?sfvrsn=644524cb_1521-660
(pairs) (Typ.) Bars 4H1 & 4G OPTION 2 - ELEVATION VIEW to edge of Girder Flange Maintain pedestal, ) Bridge Deck Reinforcing) (Typ.) to clear Traffic Railing, Flat Slab or Bars 4F4 (pairs) (Shift as required shown for clarity) Slab (Reinforcing not Bridge Deck or Flat Reinforcing) to Top Slab
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/521-660.pdf?sfvrsn=61da64bc_1fdot-bdv29-977-63-rpt
Flagler St Miami, FL 33174 11. Contract or Grant No. BDV29-977-63 12. Sponsoring Agency Name
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv29-977-63-rpt.pdf?sfvrsn=62a7d12_1SCI 100GM - MASH TL3 - Manual
) ........................................................................ J Concrete Block, 30 Inch (762 mm), Flared .................................................................. K Concrete Block, 36 Inch (915 mm), Flared, a flat outer redirective surface for side impacts. The sled provides redirective support for side, be a flat surface with longitudinal and cross slopes of 10:1 (horizontal: vertical) or less. SMART CUSHION, is secured to a foundation which is not a flat plane. Check that the front section is pulled out
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/crash-cushion/sci-100gm---mash-tl3---manual.pdf?sfvrsn=65614a1f_1