9038 search results for f
SP0080307
accomplishments d. Identify areas of improvements e. Update Project issue lists and priorities f. Update
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/workbook/sp0080307.pdf?sfvrsn=5308b661_1SP0080306-724IMPL
and priorities f. Update follow-up formats or frequency The Department will reimburse
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/sp0080306-724impl.pdf?sfvrsn=da2c9b47_19260100-724IMPL
piles. E* A fluid epoxy for crack injection in the repair of old structures. F F-1* F-2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9260100-724impl.pdf?sfvrsn=79705a61_17010201-724FHWA
, and when the ambient air and surface temperature is at least 50°F and rising for asphalt surfaces and 60°F and rising for concrete surfaces. Apply pavement markings to the same tolerances, , and when the ambient air and surface temperature is at least 50°F and rising for asphalt surfaces and 60°F and rising for concrete surfaces. Apply pavement markings to the same tolerances in dimensions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/7010201-724fhwab7502d15-9014-412f-82da-5d123d831e9a.pdf?sfvrsn=af90ce18_17100402-724FHWA
paint when the ambient air and surface temperature is below 50°F, relative humidity is above 80% or when the dew point is within 5°F of the ambient air temperature. Do not apply painted pavement, not apply durable paint when the ambient air and surface temperature is below 50°F, relative humidity is above 80% or when the dew point is within 5°F of the ambient air temperature. Do not apply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/7100402-724fhwa.pdf?sfvrsn=b3067fa0_17010201-724FHWA
, and when the ambient air and surface temperature is at least 50°F and rising for asphalt surfaces and 60°F and rising for concrete surfaces. Apply pavement markings to the same tolerances, , and when the ambient air and surface temperature is at least 50°F and rising for asphalt surfaces and 60°F and rising for concrete surfaces. Apply pavement markings to the same tolerances in dimensions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/7010201-724fhwa.pdf?sfvrsn=dbf9a462_19160300-723impl
°F) or lower when tested in accordance with ASTM D6352. 9. Re-refined engine oil bottoms (REOB, Maximum 15°F (PG 76-22 (ARB) only) Rolling Thin Film Oven Test Residue (AASHTO T 240) Rolling, Creep Recovery, Jnr, 3.2 (d, e, f) AASHTO T 350 67°C (Modified binders only) 76°C (High, ” grade per AASHTO M 332. (f) A maximum Jnr diff = 75% does not apply for any Jnr value ≤ 0.50 kPa-1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/9160300-723impl.pdf?sfvrsn=7be568a3_29920205-722FHWA2
-flame supporting and which remains flexible over a temperature range of minus40°F to plus 190°F, flexible over a temperature range of minus40°F to plus 190°F. Hardness of the molded rubber shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/9920205-722fhwa2.pdf?sfvrsn=6ed5d087_29900400-722FHWA
by 0.05 inches minimum thickness shall be tested at a temperature range of 40°F to 80ºF using a jaw, at a temperature range of 70°F to 80ºF. Rectangular test specimen size shall be 6 inches by 1 inch by 0.05 inches, by 1 inch by 0.05 inches minimum thickness shall be tested at a temperature range of 40°F to 80ºF, at a temperature range of 70°F to 80ºF. Rectangular test specimen size shall be 6 inches by 1 inch
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supporting and which remains flexible over a temperature range of minus40°F to plus 190°F. Hardness, a temperature range of minus40°F to plus 190°F. Hardness of the molded rubber shall be 65 durometer
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is 60°F and below. 346-2.3 Supplementary Cementitious Materials: Supplementary cementitious, Portland Cement Fly Ash Type F Slag Highly Reactive Pozzolans (4) Silica Fume Metakaolin, environments. (2) For Concrete with Core Temperature T≤165°F. (3) For Concrete with Core Temperature T≥165°F. (4) Highly reactive pozzolans may be used below the specified ranges to enhance, with a tolerance of ± 1.5 inches when a Type F, G, I or II admixture is used. 3. Slip-form Concrete
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of 385°C (725°F) or lower when tested in accordance with ASTM D6352-19. 9. Re-refined engine oil, D7173-20 and Softening Point, AASHTO T 53-09 (2018) 163±5°C 48 hours Maximum 15°F (PG 76-22 (ARB, Recovery, Jnr, 3.2 (d, e, f) AASHTO T 350-19 67°C (Modified binders only) 76°C (High Polymer, 76-22 (ARB) shall pass a “V” grade per AASHTO M 332-20 (f) A maximum Jnr diff = 75% does not apply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9160201-122impl.pdf?sfvrsn=1dd972b4_26530202.FHWA
D 792 Vicat Softening Temp. 305-325°F (152 – 163°C) ASTM D 1525 Brittleness Temp. Below -200°F, . 305-325°F (152 – 163°C) ASTM D 1525 Brittleness Temp. Below -200°F (-129°C) ASTM D 746 Flammability
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/6530202.fhwa.pdf?sfvrsn=86c50bfa_06530202.FHWA2
D 792 Vicat Softening Temp. 305-325°F (152 – 163°C) ASTM D 1525 Brittleness Temp. Below -200°F, Jobs Specific Gravity 1.17 ASTM D 792 Vicat Softening Temp. 305-325°F (152 – 163°C) ASTM D 1525 Brittleness Temp. Below -200°F (-129°C) ASTM D 746 Flammability Self-extinguishing ASTM D 635
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than or equal to 11) at 73°F, plus or minus three degrees. Cables must not exceed a maximum of 0.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/5300103.fhwa.pdf?sfvrsn=2e8fbcce_09380402.FHWA
methods conducted at normal laboratory temperature (65°F-90°F) and conditions. Use the midrange
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/9380402.fhwa.pdf?sfvrsn=996440e5_01050404-MM6.3VII.comm
of the remaining items A through F. Response: ******************************************************************************
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ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information ‐ incomplete forms will be returned) Contact the State Specifications Office for assistance in completing this form. Daniel Scheer 850‐414‐4130 daniel.scheer@dot.state.fl.us Debbie Toole 850‐414‐4114 deborah.toole@dot.state.fl.us Frances Thomas 850‐414‐4101 frances.thomas@dot.state.fl.us Olivia Townsend 850‐414‐4303 olivia.townsend@dot.state.fl.us Date: S p e c i f i c a t i o n S e c tion: O
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Townsend 850‐414‐4303 olivia.townsend@dot.state.fl.us Date: S p e c i f i c a t i o n S e c tion: O r i, ,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 5 3 8 0 0 0 0 R e s e t t i n g, with all new components: 1. T i m b e r P p o s t s 2 . T i m b e r O o f f s et Bblocks 3. E n d T
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850‐414‐4303 olivia.townsend@dot.state.fl.us Date: S p e c i f i c a t i o n S e c tion: O r i g i, ,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 4 0 0 0 4 0 2 C o n c r e t e S t r u, r e w h e r e n o s e a l i s u s e d ) a t a d e p t h g r e a t e r t h a n 5 f e e t b e l o w, . 400-23.3 R e i n f o r c i n g : R e i n forcing bars, wires and mesh will be measured and paid
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