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Documents & Resources
Procedure for Section 4(f) de minimis Approvals FDOT Environmental Review Guidance for Emergency Relief, (PDF)PD & E Manual Public Involvement Handbook (Web Page) Quality Environmental Documents Section 4(f
https://www.fdot.gov/environment/documents---resourcesBE932 Summary
p l i c ations. Key priorities for this project also i n c l u d e d i d e n t i f y i n g n o n, n t i f y i n g s p e c i fi c i s s u e s at anchorages and tendons. These findings will help FDOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresresearchcenter/project-summaries/2024/be932-summary.pdf?sfvrsn=7af2172a_1SS1205000redline
120-50 R O A D S I D E D I T C H O R C A N A L C L E A N I N G A N D G R A D I N G . ( R E V 8 - 2 - 1 3 1 0 - 1 - 1 5 ) ( 1 - 1 6 ) T h e f o l l o w i n g n e w S e c t i o n i s a d d e d a t t h e e n d o f S e c t i o n 1 2 0 : S E C T I O N 1 2 0 - 5 0 R O A D S I D E D I T C H O R C A N A L C L E A N I N G A N D G R A D I N G 1 2 0 - 5 0 . 1 D e s c r i p t i o n . Cleanandgradeditchandcanaltoallowfreeandunobstructedflowofdrainagewater. Reshapeandremove undesirable materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/maintenance/review-package/ss1205000redline.pdf?sfvrsn=f5c71a94_0LAP3440000origind
618 Not to be used with Types IP or IS cements. Class F Fly Ash ASTM C 618 Not to be used with Types IP or IS cements. Petroleum Coke Class F ASTM C 618 Not to be used with Types IP or IS cements. Bark Ash Class F ASTM C 618 Not to be used with Types IP or IS cements. Silica Fume ASTM C 1240, when a Type F, G, I or II admixture is used. When flowing concrete is used, meet the requirements, at placement is below 4540°F. During the curing period, if the National Oceanic and Atmospheric
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/review-package/lap3440000origind.pdf?sfvrsn=4dd426cf_25140200FHWA
, and temperatures greater than 140° F. Prevent mud, fluid concrete, asphalt, or other deleterious materials, , and temperatures greater than 140° F. Prevent mud, fluid concrete, asphalt, or other deleterious materials from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/5140200fhwa.pdf?sfvrsn=fc95cfcb_17100402-724IMPL
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 markings when
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/7100402-724impl.pdf?sfvrsn=439ee1c8_17010201-724IMPL
surfaces only, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/7010201-724impl.pdf?sfvrsn=b4ec2500_13530600-724FHWA
. Reject concrete pavement slab replacement mix designs exceeding 100°F. Acceptance will be based, pavement slab replacement mix designs exceeding 100°F. Acceptance will be based on achieving
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/3530600-724fhwa.pdf?sfvrsn=2dc10be1_1SP0070104-10-724FHWA
Weather Service https://www.weather.gov/ to remain above 50°F. Bat exclusion devices cannot be used, ://www.weather.gov/ to remain above 50°F. Bat exclusion devices cannot be used during bat maternity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/sp0070104-10-724fhwa.pdf?sfvrsn=6a5decf3_19920205-722impl
is non-flame supporting and which remains flexible over a temperature range of minus40°F to plus 190°F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9920205-722impl.pdf?sfvrsn=c02fa93d_29290100-722FHWA
gravity of the SCM. f. The approved laboratory that performed all tests. 4. Purchaser: The term, . The silo numbers where the SCM is stored. e. The specific gravity of the SCM. f. The approved laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/9290100-722fhwa.pdf?sfvrsn=90fcacb2_26770202-722origind
minutes and cycle the heat with the HVAC thermostat set on 85°F. The vendor shall return the HVAC, is complete. Install the portable dehumidifier with minimum performance capability, at 80°F and 60
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/6770202-722origind.pdf?sfvrsn=3ddf714e_29850000-722resp
140 F, sunlight, dirt, and other debris during shipment and storage. The manufacturer’s name, product, temperatures greater than 140 F, sunlight, dirt, and other debris during shipment and storage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/9850000-722resp.pdf?sfvrsn=8d32bcfc_29160201-122FHWA
tower and have an initial boiling point of 385°C (725°F) or lower when tested in accordance, 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, (ARB) shall pass a “V” grade per AASHTO M 332-19.20 (f) A maximum Jnr diff = 75% does not apply, point of 385°C (725°F) or lower when tested in accordance with ASTM D6352-19. 9. Re-refined engine oil
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/9160201-122fhwa.pdf?sfvrsn=fc838476_2E1X89-R0
& GUTTER, TYPE F LF 120.000 0520- 1- 12 CONCRETE CURB & GUTTER, TYPE F WITH SPECIAL GUTTER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/may15/e1x89-r0.pdf?sfvrsn=52443f63_17110401.origind
air and surface temperature is at least 50ºF and rising for asphalt surfaces and 60°F and rising, is at least 32°F. Prior to installation, follow the manufacturer’s recommendations for pre-heating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/7110401.origind.pdf?sfvrsn=a85de742_09920700.FHWA
laboratory. Submit testing report. f. Luminaire retrofit kits shall meet a minimum pole spacing of 240, . Submit testing report. f. Luminaire retrofit kits shall meet a minimum pole spacing of 240 feet using
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/9920700.fhwa.pdf?sfvrsn=a6b53595_09850202.FHWA
Backfill f *as per AASHTO T88. Table 1.1 Drainage Geotextiles Test Methods and Requirements, for Coarse Aggregate Backfill f *as per AASHTO T88. Table 1.1 Drainage Geotextiles Test Methods
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/9850202.fhwa.pdf?sfvrsn=80552f42_06530202.impl
Minimum Requirement Method 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/6530202.impl.pdf?sfvrsn=acefc2fa_09850202.FHWA
Backfill e MSE Joint Cover for Coarse Aggregate or Limerock Backfill f *as per AASHTO T88, e MSE Joint Cover for Coarse Aggregate or Limerock Backfill f *as per AASHTO T88. 9850202.D01
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/9850202.fhwa.pdf?sfvrsn=3956e909_0