7241 search results for Pavement
SP9711100HS
: The white and yellow pavement markings shall attain an initial retroreflectance of not less than 300, pavement markings at the end of the one year service life shall not be less than 150 mcd/lx·m2, removed from the pavement. The thermoplastic material line loss must not exceed 5.0% at the end, . No signs of moisture shall be visible on the pavement surface as determined in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/maintenance/implemented/sp9711100hs.pdf?sfvrsn=7e42dd3d_13470201-724IMPL
and ASTM C989 * Recycled Asphalt Pavement (RAP) may replace up to 20% of the total aggregate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/3470201-724impl.pdf?sfvrsn=8d214267_13000701-724IMPL
bonds adequately to the new lift of asphalt pavement. Apply prime to base when asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/3000701-724impl.pdf?sfvrsn=2ab97eff_13470201-724Comm-Response
3470201 Structural Portland Cement Concrete – Class NS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Matt We b b Wo rk Phone: 850-330-1381 E-Mail: matt.webb@dot.state.fl.us Comments: (Industry 9-7-23) Wa s the intent to remove the approved source statement or just add provisions for blended cement? If so, we may need to remove the 347 specification entirely except for 347-4.2 and the last paragraph above 347-4.2. Due to spec 347 stating “Recycled Asphalt Pavement (RAP) may replace up to 20
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/comments-responses/3470201-724comm-response.pdf?sfvrsn=8a0631d2_13530303-722impl
353 CONCRETE PAVEMENT SLAB REPLACEMENT. (REV 10-12-21) (FA 12-27-21) (7-22) SUBARTICLE 353-3.3 is deleted and the following substituted: 353-3.3 Demonstration Slab: Prior to batching production concrete, demonstrate the ability to furnish replacement slabs by constructing a demonstration slab at the project site. Demonstrate production techniques for slab removal, dowel installation, concrete placement, finishing, slab curing, sample preparation and curing, and proper timing of joint
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/3530303-722impl.pdf?sfvrsn=b0e44948_25201000-722impl
CONCRETE GUTTER, CURB ELEMENTS, AND TRAFFIC SEPARATOR (REV 12-21-21) (FA 2-14-22) (7-22) ARTICLE 520-10 is deleted and the following substituted: 520-10 Surface Requirements. 520-10.1 Straightedge: Test the gutter section of curb and gutter with a 10 foot straightedge laid parallel to the centerline of the roadway and while the concrete is still plastic. Perform straightedging along the edge of the gutter adjacent to the pavement or along other lines on the gutter cross-section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/5201000-722impl.pdf?sfvrsn=2ee32e4d_29740000-722FHWA
- Vehicular references from Patterned Pavement, and change friction testing to DFT. Please review, for detectable warnings and patterned pavement. 974-2 Detectable Warnings. Provide detectable warnings, , a sample of each component must be submitted. 9740000D01 All Jobs 974-3 Patterned Pavement. Provide patterned pavement products that produce an adherent, weather resistant, skid friction resistant, . Material color and friction elements shall be integral and homogenous. Patterned pavement installations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/9740000-722fhwa.pdf?sfvrsn=12422155_21100201-722origind
buildings, timber, brush, trees, stumps, roots, rubbish, debris, existing flexible pavement and base, , remove existing asphalt pavement. If shown in the Contract Documents, remove existing pavement base, an existing road. If constructing over an existing road, remove asphalt pavement and base in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/1100201-722origind.pdf?sfvrsn=ba9876d7_27110000-722comm
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 of Preformed Thermoplastic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/7110000-722comm.pdf?sfvrsn=6a252c9e_29910102-122resp
the interpretation to me consistent. Tubular maker heights should be 36” above the pavement it is attached
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9910102-122resp.pdf?sfvrsn=812bab3b_29700000-122comm
9700000 MATERIALS FOR RAISED PAVEMENT MARKERS AND MARKER ADHESIVE COMMENTS FROM INTERNAL/INDUSTRY REVIEW Grier Kirkpatrick Work Phone: 18503219925 E-Mail: ggkirkpatrick@mmm.com Comments: (Industry 5-24-21) When looking at the specifications, it seems unnecessary to specify anything regarding density of part A and B components or the viscosity of either component. The product should be allowed if it performs. These specifications are automatic limits from a formulation standpoint. Do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9700000-122comm.pdf?sfvrsn=bcf0b3c3_29700000-122resp
9700000 MATERIALS FOR RAISED PAVEMENT MARKERS AND MARKER ADHESIVE COMMENTS FROM INTERNAL/INDUSTRY REVIEW Grier Kirkpatrick Work Phone: 18503219925 E-Mail: ggkirkpatrick@mmm.com Comments: (Industry 5-24-21) When looking at the specifications, it seems unnecessary to specify anything regarding density of part A and B components or the viscosity of either component. The product should be allowed if it performs. These specifications are automatic limits from a formulation standpoint. Do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9700000-122resp.pdf?sfvrsn=956ade15_29320300-122comm
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9320300-122commce6629b49a524312be452d297884764c.pdf?sfvrsn=79346aea_25460000.impl
well-defined edges and smooth interiors without tearing the finished pavement. On a daily basis, asphalt (RAP). Restore any pavement to the satisfaction of the Engineer, at no additional cost, and collector roadways, measure depth every 500 feet. Measure depth as distance from pavement grade, to the placement of longitudinal thermoplastic pavement markings. Measure, record and certify
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/5460000.impl.pdf?sfvrsn=b6550c61_05201100.impl
in this Section, including reinforcement steel, dowels, asphalt pavement and base under traffic separator
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/5201100.impl.pdf?sfvrsn=b5fcebe6_09700000.comm
9700000 Materials for Retroreflective Pavement Markers and Bituminous Adhesive COMMENTS FROM INTERNAL/INDUSTRY REVIEW Gevin McDaniel (850) 414-4284 Comments: (Internal, 11-1-17) We are fine with Karen’s changes except for the addition of “Class B” into 970-3 and 970-4 shown below: Response: ****************************************************************************** Dan Hurtado (850) 414-4130 Comments: (Internal, 11-2-17) Internal review comment: 970-1, 1 st sentence, replace
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/9700000.comm.pdf?sfvrsn=2046b3c8_09700000.resp
9700000 Materials for Retroreflective Pavement Markers and Bituminous Adhesive COMMENTS FROM INTERNAL/INDUSTRY REVIEW Gevin McDaniel (850) 414-4284 Comments: (Internal, 11-1-17) We are fine with Karen’s changes except for the addition of “Class B” into 970-3 and 970-4 shown below: Response: Class B has to be there because the sections do not apply to Type D products. KB ****************************************************************************** Dan Hurtado (850) 414-4130
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/9700000.resp.pdf?sfvrsn=c5f6f12_07100901.resp
7100901 PAINTED PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW D5 Construction 386-943-5347 Comments: (6-13-17) 710-9.1 Submittal Instructions: Since you are stating that "(in decimal form)" Comment: How many decimal places do you want to see? Response: Percentages should be rounded to 2 decimal places. No change made. ****************************************************************************** Brannon Chatwood D3 - Midway Operations Comments: (6-15-17) The Procedure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/7100901.resp.pdf?sfvrsn=712c535d_05210800.comm
of concrete sidewalk, curb and gutter, ditch pavement, etc.. are some of the most overrun items we use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/5210800.comm.pdf?sfvrsn=a2d86351_05221000.comm
of these items. The removal of concrete sidewalk, curb and gutter, ditch pavement, etc.. are some of the most
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/5221000.comm.pdf?sfvrsn=d8e207b8_0