7241 search results for Pavement
SP3300802.comm
reconsider. Additionally, 330-9.4.2.3 Unacceptable Pavement: “Repeat this process as necessary until all LOTS have an IRI less than or equal to 95.” The retesting of unacceptable pavement could, : 4) RR--338 – Value Added Pavement There’s nothing covering value added pavement and how it’ll, /Glenn Beck) Response: 2) 300-9.4.2.3 unacceptable Pavement: 10 calendar days notification, Pavement: States Initial Ride Acceptance all LOTS to be less than or equal to 95 IRI…Will the laser
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/sp3300802.comm.pdf?sfvrsn=fef0b586_0SP3500200.resp
SP3500200 CEMENT CONCRETE PAVEMENT – COLORED CONCRETE INTERNAL/INDUSTRY REVIEW COMMENTS ****************************************************************************** Tom Malerk 352-538-7227 tmalerk@fcpa.org Comments: (4-12-16) Remove "a water reducing admixture" in the second sentence. This is a property specific to one pigment manufacturer. Pigment is a finely divided powder, that a separate concrete pavement material requirement be developed for roundabout applications to provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/comments-responses/sp3500200.resp.pdf?sfvrsn=541f306b_09700000.origind
Attachment 9700000 All Jobs MATERIALS FOR RAISED RETROREFLECTIVE PAVEMENT MARKERS AND BITUMINOUS, FOR RAISED RETROREFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE 970-1 Raised Retroreflective Pavement Markers (RPM). All raised retroreflective pavement markers shall be one of the products, raised retroreflective pavement markers in accordance with FM 5-566. The marker RPM description, retroreflective pavement markers shall retain a minimum coefficient of luminous intensity for 18
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9700000.origind.pdf?sfvrsn=9ec5f6d0_03300904.impl
. Test all pavement lanes and ramps where the width is constant and document all deficiencies, with the Laser Profiler, acceptance for pavement smoothness of the friction course will be based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/3300904.impl.pdf?sfvrsn=da57c0ba_0SS3470500
is to be removed and replaced in accordance with 347-5.2. Sidewalk, ditch pavement, slope pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss3470500.pdf?sfvrsn=d35994a6_0SS3470500
is to be removed and replaced in accordance with 347-5.2. Sidewalk, ditch pavement, slope pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss347050072580ed9a995477f90d23ad0e1b4ebbf.pdf?sfvrsn=e793ee71_09700100.FHWA
. StateConstructionEngineer 9700100.D01 All Jobs MATERIALS FOR RAISED RETROREFLECTIVE PAVEMENT, and the following substituted: 970-1 Raised RetrorReflective Pavement Markers (RPM, . The Department will test all raised pavement markers in accordance with FM 5-566. 970-1.1 Composition, In-service Service Minimum Retroreflective Intensity: The Class B retroreflective pavement markers, RETROREFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE. (REV 7-22-15) ARTICLE 970-1 is deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9700100.fhwa.pdf?sfvrsn=582099b0_0SS3470500
is to be removed and replaced in accordance with 347-5.2. Sidewalk, ditch pavement, slope pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss3470500.pdf?sfvrsn=a06d1cd_03300000.comm
: (7-7-15) The examples of the pavement deficiencies at the website provided in Section 330-9.2 are of older pavement and not representative of the texture issues outlined in this section. I recommend
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/3300000.comm.pdf?sfvrsn=5795a851_09710701.FHWA
which will require continuous wet weather pavement marking retroreflectivity requirements and testing, 971-7.1 is deleted and the following substituted: 971-7.1 General: The materials for pavement stripes, is deleted. 971-10 Thermoplastic Material for Wet Weather Pavement Markings. 971-10.1 General: Upon cooling to normal pavement temperature, the thermoplastic material shall produce an adherent, reflective pavement marking capable of resisting deformation by traffic. The manufacturer shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/9710701.fhwa.pdf?sfvrsn=75689fa0_0SS3470500
is to be removed and replaced in accordance with 347-5.2. Sidewalk, ditch pavement, slope pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3470500.pdf?sfvrsn=233df55b_0SS7110900
,insquarefeet, of Removal of Existing Pavement Markings, acceptably removed. (e)Thenumber of pavement messages, symbols and directional arrows, authorized and acceptably applied. 711-9.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss7110900.pdf?sfvrsn=b6c2b59e_09900500.origind
and the following substituted: 990-5 Temporary Retroreflective Pavement Markers. Temporary retroreflective pavement markers (RPM’s) shall meet the requirement of 970-1.2.1, be one of the products, the pavement surface after installation, measured from a line even with the pavement perpendicular, to the pavement that meet the requirements of Section 970 and are listed on the QPL. 9900500 All Jobs (f) Removability: Ensure that the pavement marker is removable from asphalt pavement and portland cement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/9900500.origind.pdf?sfvrsn=5d48043b_03390800-723origind
MISCELLANEOUS ASPHALT PAVEMENT. (REV 7-19-22) ARTICLE 339-8 is deleted and the following substituted, . Payment will be made under: Item No. 339- 1- Miscellaneous Asphalt Pavement - per ton
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/3390800-723origind.pdf?sfvrsn=6b16d3d4_13340504 IndustryCommentResponse
Specification Section 334 Subarticle 334-5 ORIGINATION Date: 3-18-25 Name: Greg Sholar Email: gregory.sholar@dot.state.fl.us COMMENTARY One change is related to a safety enhancement and the other change is related to avoiding project delays when evaluating pavement material that had failing test results. INDUSTRY COMMENTS AND RESPONSES (Please note all comments and responses, in the specification is at the request of the District Pavement Materials Engineers to add more attention
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/comments-responses/3340504-industrycommentresponse.pdf?sfvrsn=bc1a4444_1E57F0
AVE FROM MAGNOLIA AVE TO SR 50 - PAVEMENT ONLY RESURFACE (FLEX) The Improvements under this Contract consist of milling & resurfacing, curb & gutter, sidewalk, and signing and pavement markings, - 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 3,558.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 2,397.000 0337- 7- 82 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC, 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 173.000 0999- 25- INITIAL CONTINGENCY AMOUNT, DO
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/jul01/e57f0.pdf?sfvrsn=189c0169_1E1X84-R0BidTabs
6,617.60 150.00000 6,000.00 0.01000 0.40 0050 0327 70 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG, 13,600.00 4,549.80000 22,749.00 0080 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 2,128.000 EA, (MECHANICAL) (TN SECTION: 0085 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 6.514 GM 325.92000 2,123.04 325.00000 2,117.05 397.25000 2,587.69 0090 0710 11102 PAINTED PAVEMENT, 436.00000 143.88 532.03000 175.57 0095 0710 11123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/jun05/e1x84-r0bidtabs.pdf?sfvrsn=3d07cb1f_1E57D1
: PAVEMENT MARKINGS Limits: Midpoint Project(s): 44410017223(*) Federal Aid No: N/A Total Roadway, this Contract consists of installation and removal of thermoplastic and reflective pavement, of experience in the performance of Pavement Markings, or the Project Superintendent must have at least three, of prequalified with the Department in "Pavement Markings" will suffice to meet the above, ALT Item Description Unit Quantity Section 0001 PAVEMENT STRIPING (LARGE MACHINE) (LM) 0711- 11-102
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/aug05/e57d1.pdf?sfvrsn=9fb7eff4_1E8W52-R0
Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 08250909 Call Order: 004 Proposal: E8W52-R0 District:08 Counties: BROWARD, MIAMI-DADE, PALM BEACH, TURNPIKE Road Name: Pavement Edge Silt Removal - Zone 1 Limits: Midpoint Project(s): 44888617203(*) Federal Aid No: N/A Total Roadway Length: 0.000 Miles Contract Days: 365 Total Bridge Length, PAVEMENT TN 5.000 E575- 1- SODDING SY 25,000.000 E577- 70- SHOULDER REWORK SY 330,000.000 Page 6 Bid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/sep09/e8w52-r0.pdf?sfvrsn=86d51a5d_1SP1100200-i16416
areas will be rounded to the nearest one thousandths (0.001) acre. For areas of flexible pavement, the quantity to be paid for will be the number of square yards of flexible pavement removed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/maintenance/finalized/sp1100200-i16416.pdf?sfvrsn=6babc420_3