7241 search results for Pavement
7140000-724CommResp
7140000 Green-Colored Pavement Markings COMMENTS FROM INDUSTRY REVIEW Ryan Drendel Wo rk Phone: 954-777-4418 E-Mail: ryan.drendel@dot.state.fl.us Comments: (10-9-23) Why are we requiring before and after videos of new markings? Wo u ld photos suffice? This would entail a large effort to review and archive numerous video files. Response: The intent of this video requirement is to check the pavement condition prior to installation and to verify whether the GCPM product is installed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/comments-responses/7140000-724commresp.pdf?sfvrsn=c1477d2d_10020400-122impl
. The Department does not guarantee the details pertaining to borings and pavement cores, as shown, shall examine boring and pavement core data, where available, and make their own interpretation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/0020400-122impl.pdf?sfvrsn=93c1db14_23300701-122impl
, complete the final rolling before the surface temperature of the pavement drops to the extent effective compaction may not be achieved or the rollers begin to damage the pavement. No vibratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/3300701-122impl.pdf?sfvrsn=6ecd97bc_23270301-721impl
327 MILLING OF EXISTING ASPHALT PAVEMENT (REV 12-9-20) (FA 12-16-20) (7-21) SUBARTICLE 327-3.1, raised pavement markers (RPMs) before milling. Include the cost of removing existing RPMs in the price for milling. When milling to improve rideability or cross slope, remove the existing pavement to the average depth specified in the Plans, in a manner that will restore the pavement surface, the amount of dust being emitted. The Engineer may require prewetting of the pavement. Provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/review/implemented/3270301-721impl.pdf?sfvrsn=eec80fd8_23501800.FHWA
Amato of the State Roadway Design Office to define a new pay item for Concrete Pavement, CONCRETE PAVEMENT. (REV 9-9-153-144-8-16) ARTICLE 350-18 is deleted and the following substituted, to complete the work. Payment will be made under: Item No. 350- 3- PlainCement Concrete Pavement - per square yard. Item No. 350- 4- ReinforcedCement Concrete Pavement - per square yard. Item No. 350, CEMENT CONCRETE PAVEMENT. (REV 4-8-16) ARTICLE 350-18 is deleted and the following substituted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/3501800.fhwa.pdf?sfvrsn=c397427_09710104.FHWA
PAVEMENT MARKING MATERIALS. (REV 10-30-15) SUBARTICLE 971-1.4 is deleted and the following substituted: 971-1.4 Approved Product List (APL): All pavement marking materials shall be one of the products, pavement marking materials in accordance with FM 5- 541, Part B. A notation of the number of coats, listed, this will be the minimum criteria for application of the pavement marking material. 9710104 All Jobs PAVEMENT MARKING MATERIALS. (REV 10-30-15) SUBARTICLE 971-1.4 is deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9710104.fhwa.pdf?sfvrsn=bfc012ed_07060000.impl
to supplement other reflective pavement markings. ARTICLE 706-2 is deleted and the following, of Section 970. 706-2.1 Product Acceptance on the Project. Use only reflective pavement markers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/7060000.impl.pdf?sfvrsn=cf3bec8a_07130500.resp
7130500 PERMANENT TAPE PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Jessie Smiley 954-940-7504 jessie.smiley@dot.state.fl.us Comments: (11-13-15) I noticed that 706-5 and 713-5 does not require a certification to be submitted. To be consistent with all of the other pavement marking specifications should a certification be required for these two sections? Response: Because the packaging for RPMs and tape will be delivered to project site, the APL/Batch numbers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/7130500.resp.pdf?sfvrsn=6c8b5bb7_07010500.resp
7010500 PROFILED THERMOPLASTIC PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Stefanie Maxwell 414-4314 stefanie.maxwell@dot.state.fl.us Comments: (11-13-15) We need to modify Subarticle 701-5 to match the other notification specs – like 711-5, see below. Spec 701 was modified early on before we decided to change the Contractor’s Responsibility for Notification requirement in each of the pavement marking specs. Should we just enter this as a comment? Response: Agree
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/7010500.resp.pdf?sfvrsn=41d2ffa6_0SS5230201
the following: 1.Imprinting patterns into existing or new pavement and covering with a colored coating of surface marking materials. 2.Imprinting patterns into existing or new pavement and inlaying, material that is applied over existing pavement. 4.Coloredthermoplastic coating material that can be imprinted and texturized during or after application to existing pavement. Forapplicationsrequiringremoval and replacement of existing pavement, meet the requirements of Section 350 for cement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss5230201.pdf?sfvrsn=8a8d87a6_07110700.impl
adhesion to the pavement, loss of reflectivity or vehicular damage. The retroreflectivity shall meet, ,anylongitudinal pavement markings that do not perform satisfactorily under traffic during the 180
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/7110700.impl.pdf?sfvrsn=45d6c22b_0SS7090201
) is deleted and the following substituted: 709-4.1 General: Remove existing pavement markings, . Offsetlongitudinallinesatleast2inchesfrom construction joints of portland cement concrete pavement, is at least 40ºF and rising. Do not apply pavement markings when winds are sufficient to cause spray dust, Component product to the pavement in accordance with the manufacturer’s instructions or as directed, , the retroreflectivity of white and yellow pavement markings in accordance with Florida Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss7090201.pdf?sfvrsn=3f296c26_0SP3270100
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 8-31-99) (FA 2-14-00) (1-10) ARTICLE 327-1 (Page 247). The third paragraph is deleted and the following substituted: For this Contract, the Department will retain ownership of _____ of the milled material. Haul and stockpile the material to remain the property of the Department at the location shown on the plans. The Contractor will take, by the Department. Payment will be made under: Item No. 327- 70- Milling Existing Asphalt Pavement - per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp3270100.pdf?sfvrsn=5df423e9_01101103.origind
Specification Title: Clearing and Grubbing- Removal of Existing Pavement Specification Section, : 110-11.3 Removal of Existing Pavement: Payment for removal of flexible asphalt pavement is included in the Lump Sum price for Clearing and Grubbing. When a separate item for Removal of Existing Pavement, of square yards of existing pavement of the types listed in 110-7, acceptably removed and disposed of, as specified. The quantity will be determined by actual measurement along the surface of the pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/1101103.origind.pdf?sfvrsn=c07c539a_0SP3270100
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 8-31-99) (FA 2-14-00) (1-10) ARTICLE 327-1 (Page 247). The third paragraph is deleted and the following substituted: For this Contract, the Department will retain ownership of _____ of the milled material. Haul and stockpile the material to remain the property of the Department at the location shown on the plans. The Contractor will take, by the Department. Payment will be made under: Item No. 327- 70- Milling Existing Asphalt Pavement - per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp3270100.pdf?sfvrsn=7a121227_0SP3270100
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 8-31-99) (FA 2-14-00) (1-13) ARTICLE 327-1 (Page 248). The third paragraph is deleted and the following substituted: For this Contract, the Department will retain ownership of _____ of the milled material. Haul and stockpile the material to remain the property of the Department at the location shown on the plans. The Contractor will take, by the Department. Payment will be made under: Item No. 327- 70- Milling Existing Asphalt Pavement - per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp3270100.pdf?sfvrsn=745e6b54_0SP3270100
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 8-31-99) (FA 2-14-00) (1-14) ARTICLE 327-1 (Page 250). The third paragraph is deleted and the following substituted: For this Contract, the Department will retain ownership of _____ of the milled material. Haul and stockpile the material to remain the property of the Department at the location shown on the plans. The Contractor will take, by the Department. Payment will be made under: Item No. 327- 70- Milling Existing Asphalt Pavement - per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/sp3270100.pdf?sfvrsn=cb7475b9_03300201-723origind
Specification requirements: 1. Pavement Density: Monitor the pavement temperature with an infrared temperature device so compaction is completed before the surface temperature of the pavement drops, the pavement. Monitor the roadway density with either 6-inch diameter roadway cores, a nuclear density gauge, or other density measuring device, at a minimum frequency of once per 1,500 feet of pavement. 2, . 4. Pavement Texture: Monitor the pavement texture to minimize pavement segregation. Use density
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/3300201-723origind.pdf?sfvrsn=ef346b52_13500902-723comm
3500902 CEMENT CONCRETE PAVEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW Deborah Ihsan Deborah.Ihsan@dot.state.fl.us 954-777-4387 Comments: (8-31-22 Industry) Cement Concrete Pavement- The Standard spec section 350-2 requires a concrete strength of 3000 psi as “ Submit a mix design to the Engineer for approval prior to use. Provide concrete with a minimum 28-day compressive strength of 3,000 psi and maximum water to cementitious materials ratio of 0.50” . The proposed draft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/3500902-723comm.pdf?sfvrsn=18247405_1Exhibit 230-13
R1-1 W1-6 W1-6 W1-7 12' Min. 12' Min. 1 2 ' M i n . OM1-3 OM1-3 OM1-3 Legend Direction of travel RESIDENTIAL AND MINOR STREET TERMINATIONS TYPICAL SIGNING AND PAVEMENT MARKING FOR Figure 1 TRAFFIC CONTROLS FOR MINOR STREET TERMINATION OM4-3 W14-1 OM4-3 OM4-3 8'-0" Center to Center Max. 4'-0" Center to Center Min. . . 4 ' - 0 " Figure 2 TRAFFIC CONTROLS, for pavement markings. 4) accordance with Specification 993. Provide sheeting on signs and object
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-230-13.pdf?sfvrsn=e7764ff6_1