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SPM7000106-723-i18718

stainless steel flat head machine screws with nuts and lock washers to give a flat surface

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/maintenance/finalized/spm7000106-723-i18718.pdf?sfvrsn=20165536_2

5300200-722impl

) (AASHTO T 104) Maximum loss 12%** (after five cycles) Flat and elongated pieces Materials, , with a bulk specific gravity of not less than 1.90 and that is reasonably free from thin, flat

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/5300200-722impl.pdf?sfvrsn=b1e86e07_2

5150500.FHWA

be used in lieu of trimmed flat shim plates. Ifshims greater than 1/2 inch total thickness, plates may be used in lieu of trimmed flat shim plates. Ifshims greater than 1/2 inch total

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/5150500.fhwa.pdf?sfvrsn=20cf6baa_0

and the following substituted: 975-7.2 Performance Requirements: For laboratory testing, use flat, : 975-7.2 Performance Requirements: For laboratory testing, use flat test panels prepared in accordance

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9750702.fhwa.pdf?sfvrsn=c7208eb_0

5480203.FHWA

into contact with and affixing to the geosynthetic material. Rolled geosynthetic may be laid flat or stood, material. Rolled geosynthetic may be laid flat or stood on end for storage. Cover the geosynthetic

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/5480203.fhwa.pdf?sfvrsn=11bc90a6_0

9900500.origind

will be randomly tested as follows: Position the marker base down, between the flat, parallel 0.5 inch steel plates of a compression testing machine. Place on top of the marker, a flat piece of 60

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/9900500.origind.pdf?sfvrsn=5d48043b_0

9600201-723FHWA

cap with “O”-ring seals or precision fitted flat gaskets placed against the bearing plate, is not permitted. 3. Seal Anchorage cap with “O”-ring seals or precision fitted flat gaskets placed against

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9600201-723fhwa.pdf?sfvrsn=7c71fb40_1

700-091IntReviewPkg

o p e d S e c t i o n W8x15 Support Beam Beam Web Washers (Typ.) Nuts and 2 Flat, 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/irr/2027/700-091intreviewpkg.pdf?sfvrsn=864f9aff_1

700-091IndReviewPkg

o p e d S e c t i o n W8x15 Support Beam Beam Web Washers (Typ.) Nuts and 2 Flat, 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/irr/2027/700-091indreviewpkg.pdf?sfvrsn=517d665b_1

700-020IntReviewPkg

be substituted for the c. Washers: ASTM B221, Alloy 2024-T4 b. Hex Nuts: ASTM F467, 2024-T4 a. Flat, , Alloy 2024-T4 b. Hex Nuts: ASTM F467, 2024-T4 a. Flat Head and Button Head Bolts: ASTM F 468, Alloy

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/700-020intreviewpkg.pdf?sfvrsn=aae7647_1

9621005ind

- 04. Furnish flat head stainless steel sleeve anchors in accordance with ASTM F593 Group 1 Alloy, in the Plans at 70°F. Prior to installation, place the centerbeam/support bar assembly on a flat surface

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9621005ind.pdf?sfvrsn=4e75a8ca_2

700-020IndReviewPkg

be substituted for the c. Washers: ASTM B221, Alloy 2024-T4 b. Hex Nuts: ASTM F467, 2024-T4 a. Flat, : ASTM B221, Alloy 2024-T4 b. Hex Nuts: ASTM F467, 2024-T4 a. Flat Head and Button Head Bolts: ASTM F

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/700-020indreviewpkg.pdf?sfvrsn=bd0f051c_1

9750201FHWA

Requirements: For laboratory testing, use flat test panels prepared in accordance with AASHTO R 31, Performance Requirements: For laboratory testing, use flat test panels prepared in accordance with AASHTO

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9750201fhwa.pdf?sfvrsn=295f4430_1

700-020FHWAReviewPkg

be substituted for the c. Washers: ASTM B221, Alloy 2024-T4 b. Hex Nuts: ASTM F467, 2024-T4 a. Flat, : ASTM B221, Alloy 2024-T4 b. Hex Nuts: ASTM F467, 2024-T4 a. Flat Head and Button Head Bolts: ASTM F

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/700-020fhwareviewpkg.pdf?sfvrsn=b76202cf_1

700-091FHWAApproved

o p e d S e c t i o n W8x15 Support Beam Beam Web Washers (Typ.) Nuts and 2 Flat, 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/irr/2027/700-091fhwaapproved.pdf?sfvrsn=8fdf19d7_1

Structures Design Office - Structures Detailing Manual Examples

Removal Ex 2 - Showing Existing Pile Removal (NCP) End Bent End Bent Ex 1 - Flat Slab Superstructure Ex 1 - Flat Slab Superstructure (NCP) Ex 2 - Large Superelevation Ex 2 - Large Superelevation (NCP

https://www.fdot.gov/structures/structuresmanual/currentrelease/vol2-sdm/sdmex.shtm

700-020FHWA-Approved

be substituted for the c. Washers: ASTM B221, Alloy 2024-T4 b. Hex Nuts: ASTM F467, 2024-T4 a. Flat, : ASTM B221, Alloy 2024-T4 b. Hex Nuts: ASTM F467, 2024-T4 a. Flat Head and Button Head Bolts: ASTM F

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/700-020fhwa-approved.pdf?sfvrsn=555c2bb_1

4552000FHWA

that the completed shaft excavation will have a flat bottom. Ensure that the cutting edges of excavation, and methods designed so that the completed shaft excavation will have a flat bottom. Ensure that the cutting

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/4552000fhwa.pdf?sfvrsn=a5a1f40d_1