7241 search results for Pavement
9320500-722impl
932 NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES (REV 12-9-21) (FA 12-15-21) (7-22) SECTION 932 is expanded by the following new Article: 932-5 Polymer Slurries for Drilled Shafts. 932-5.1 General Requirements: Synthetic polymer slurry are products that can be used to facilitate the construction of drilled shafts. The type of synthetic polymers used in drilling slurry are long chain-like hydrocarbon molecules which interact with each other
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9320500-722impl.pdf?sfvrsn=479ea43a_29910000-722impl2
inches. The height of the tubular marker above the pavement surface shall be 36 inches. 991-1.3, above the pavement surface. Products listed on the IPL for Managed Lane Markers prior to July 2021, the pavement surface shall be 36 inches. 991-2.3 Color: Tubular Marker color must be uniform and integral, on tubular markers measuring 36 inches above the pavement surface. Acceptable products are those
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9910000-722impl2e400744f0f394065bc02733b16635b14.pdf?sfvrsn=9839343e_29910000-722impl2
inches. The height of the tubular marker above the pavement surface shall be 36 inches. 991-1.3, above the pavement surface. Products listed on the IPL for Managed Lane Markers prior to July 2021, the pavement surface shall be 36 inches. 991-2.3 Color: Tubular Marker color must be uniform and integral, on tubular markers measuring 36 inches above the pavement surface. Acceptable products are those
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9910000-722impl2.pdf?sfvrsn=15bb80e0_29320500-722resp
9320500 NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES COMMENTS FROM INTERNAL/INDUSTRY REVIEW Melissa Hollis (850) 414-4182 Melissa.Hollis@dot.state.fl.us Comments: (10-21-21, Internal) Section 932: If I am following the changes in Table 932-11 , we seem to have an overlap between the spec and Materials Manual. This is one of the concerns we previously discussed with Juan. How do you want to proceed with coordinating the Spec and MM? Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/9320500-722resp.pdf?sfvrsn=b5aff93_27110000-722resp
7110000 All Jobs 7110000 Thermoplastic Pavement Markings COMMENTS FROM INTERNAL/INDUSTRY REVIEW Ananth Prasad w (850) 942-1405 aprasad@ftba.com Comments: (12-6-21 Internal) Adding a specification for Hot Applied High Friction Thermoplastic is going to be a problem for industry. There is only one product on the APL (Ennis) and they have not made this product available to industry. Additionally, nobody in industry has any experience putting this product down. The current use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/7110000-722resp.pdf?sfvrsn=4e0582a5_22000702-722resp
with allowable quantity tolerances for concrete pavement and base which pay up to an additional
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/2000702-722resp.pdf?sfvrsn=a2b400e7_27110000-722resp
7110000 All Jobs 7110000 Thermoplastic Pavement Markings COMMENTS FROM INTERNAL/INDUSTRY REVIEW Ananth Prasad w (850) 942-1405 aprasad@ftba.com Comments: (12-6-21 Internal) Adding a specification for Hot Applied High Friction Thermoplastic is going to be a problem for industry. There is only one product on the APL (Ennis) and they have not made this product available to industry. Additionally, nobody in industry has any experience putting this product down. The current use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/7110000-722respfe1327e70eee4d9490412a258a4e4746.pdf?sfvrsn=dafd6a35_25201000-722comm
adjacent to the pavement or along other lines on the gutter cross-section, as directed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/5201000-722comm.pdf?sfvrsn=f423a0c9_25250200-122FHWA
Materials Office to update the Flexible Pavement Design Manual and remove the reference to traffic level
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/5250200-122fhwa.pdf?sfvrsn=e0fe1414_29320300-122resp
9320300D01 All Jobs 9320300 NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES COMMENTS FROM INTERNAL/INDUSTRY REVIEW Antonio Nanni Work Phone: 305-284-3461 nanni@miami.edu Comments: (6-4-21) Consider reordering the first two lines in Table 932-6 based on nominal diameter, and clarifying the footnote for distinguishing “large tow grade carbon fiber (257 ksi)” to something more generic, since this is not an industry standard term. Response: Agreed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9320300-122resp93cd70f682b44880bcde26c663cc6222.pdf?sfvrsn=37793854_23460902.impl
Class Concrete* LOT Size I one day’s production I (Pavement) 2,000 square yards, or one day’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/3460902.impl.pdf?sfvrsn=c1248e19_09320205.impl
932 NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV4-11-17) (FA 6-8-17) (1-18) SUBARTICLE 932-2.5 is deleted and the follow in substituted: 932-2.5 Ancillary Structures - Plain, Fiber Reinforced, or Fabric Laminated Bearing Pads: 932-2.5.1 Plain Pads: Plain pads shall be either molded, extruded, or vulcanized in large sheets and cut to size. Cutting shall not heat the material and shall produce a smooth finish conforming to ANSI B46.1, 6.3 µm
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Equipment. 341-3.1 Power Broom: Provide a power broom for cleaning the existing pavement capable, to application of the asphalt binder, clean the existing pavement as specified in 300-5. 341-5.2, temperature is above 50ºF and rising. 2. The pavement is absolutely dry. 3. The wind conditions, of twice per day. Maintain an application rate such that the pavement is covered uniformly with aggregate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/3410000.impl.pdf?sfvrsn=1bdf4ea5_0D9900000.do
messages during one cycle. 990-5 Preformed Removable Pavement Marking Film (Tape). 990-5.1 C o, the requirements of 971-1.8. 990-5.2 A d hesive: Precoat removable preformed plastic pavement marking film, concrete pavement surfaces without the use of heat, solvents, and other additional adhesives, pavement marking film is in rolled form for shipment. Ensure that the adhesive is capable of temporarily bonding to the roadway pavement at temperatures of 50°F [10°C] and the above without pick-up
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9900000.do.pdf?sfvrsn=2473f6c1_0D9260001.do
mortars and concrete for patching portland cement concrete pavement. P Anepoxy for bonding metals Q
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d9260001.do.pdf?sfvrsn=51975859_0D9260001.do
mortars and concrete for patching portland cement concrete pavement. P Anepoxy for bonding metals Q
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d9260001.doc7707797761a4cd1adae2e29dc44bb68.pdf?sfvrsn=4a45bb01_0D5770000.do
. Complete this work prior to the placement of the friction course on adjacent pavement. 577-4.2, uniform plane. Blade turf which has grown over the edge of existing pavement from the pavement for a width of not more than 18 inches [450 mm] from the pavement's edge. Disc the existing shoulders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d5770000.do.pdf?sfvrsn=f93844ba_05770000SP
course on adjacent pavement. 577-4.2 Preparation of Shoulder to be Reworked: Blade the existing, of existing pavement from the pavement for a width of not more than 18 inches [450 mm] from the pavement’s edge. Disc the existing shoulders prior to placing additional material. 577-4.3 Additional
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for preparing mortars and concrete for patching portland cement concrete pavement. O An epoxy coating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9260001ssc21fe2b65cee48d1862e2e490d4515ef.pdf?sfvrsn=7066f6a3_09260001SS
for preparing mortars and concrete for patching portland cement concrete pavement. O An epoxy coating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9260001ss.pdf?sfvrsn=d18ffca9_0