7241 search results for Pavement
District Six Letting and Project Information
Raised Pavement Markers (RPMs) Prequalification is not required. E6Q02-R0 Miami-Dade Concrete, / Rehabilitation Prequalification is required E6P60 Miami-Dade Pavement Resurfacing (FLEX, is required E6P92-R0 Miami-Dade Thermoplastic Pavement Markings Prequalification is not required Experience in Pavement Markings (Form #850-070-06)MUST be submitted with the bid as an attachment, Miami-Dade Thermoplastic Pavement Stripes & Markings Prequalification is not required. Experience
https://www.fdot.gov/contracts/district-offices/d6/lettings/letting-project-info.shtmFDOTCADDStandardFilenamesTable-20200811
-ORD-Seed2D.dgn] survey.dwt SIGNING & PAVEMENT MARKING Signing & Pavement Marking Sheet Files KEYSSP* Key Sheet keysht fdotseedkeymap.dgn[CONNECT:FDOT-ORD-KeyMapSeed.dgn] keysht.dwt 1 SIGNING & PAVEMENT MARKING Signing & Pavement Marking Sheet Files SIGNSP* Signatures open fdotseed2d.dgn[CONNECT:FDOT-ORD-Seed2D.dgn] digitalsignature.dwt 2 SIGNING & PAVEMENT MARKING Signing & Pavement Marking Sheet, SIGNING & PAVEMENT MARKING Signing & Pavement Marking Sheet Files GNNTSP* General Notes planrd
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/publications/caddmanualfdm/fdotstandardfilenames/fdotcaddstandardfilenamestable-20200811.pdf?sfvrsn=be1fcd87_31E8V47BidTabs
11,700.00 0230 0524 2 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" 1,395.000 SY 126.00000, - TEMPORARY PAVEMENT 44411115201 (45631.000) SY (LS) 1,000.00000 1,000.00 1.00000 1.00, EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 13,453.000 SY 8.85000 119,059.05 6.05000 81,390.65 4.45000 59,865.85 0500 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 41,355.000 SY, PAVEMENT, 2 1/4" AVG DEPTH 151,447.000 SY 8.85000 1,340,305.95 2.75000 416,479.25 4.45000 673,939.15
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2025/feb28/e8v47bidtabs.pdf?sfvrsn=8f0b6693_19900000.FHWA
listed on the QAPL. The pavement stripes and markings shall consist of high quality plastic, , rollback or other signs of poor adhesion. Durability is the measured percent of pavement marking material completely removed from the pavement. The pavement marking material line loss must not exceed, of conforming to pavement contours, breaks and faults under traffic at pavement temperatures, and portland cement concrete pavement surfaces without the use of heat, solvents, and other additional
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/9900000.fhwa.pdf?sfvrsn=95064970_0Chapter6s2Redline
and or Laser Profiler) adjustments for asphalt and concrete pavements, Concrete Pavement Strength, Pavement Markings Daily Worksheet & Certification of Quantities, are not required on Lump Sum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter6s2redline.pdf?sfvrsn=821b5061_13CPAMIntroductionRedline
and inspected. Pavement Condition Survey: A LOT-by-LOT in-depth evaluation of the pavement for the ride quality, rutting, and other performance thresholds associated with Value Added pavements. The evaluation is conducted by the Pavement Section of the District Materials office (DMO) or the State
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/cpamintroductionredline.pdf?sfvrsn=503305d0_1CPAMIntroduction
contract work has been satisfactorily completed and inspected. Pavement Condition Survey: A LOT-by-LOT in-depth evaluation of the pavement for the ride quality, rutting, and other performance thresholds associated with Value Added pavements. The evaluation is conducted by the Pavement Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/cpamintroduction.pdf?sfvrsn=ee7b161b_7CPAM Introduction 2025
contract work has been satisfactorily completed and inspected. Pavement Condition Survey: A LOT-by-LOT in-depth evaluation of the pavement for the ride quality, rutting, and other performance thresholds associated with Value Added pavements. The evaluation is conducted by the Pavement Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/cpam-introduction-clean-2022-prc.pdf?sfvrsn=15a7caa9_3Chapter6s2
and concrete pavements, Concrete Pavement Strength of Material adjustments, and Plastic Properties, Pavement Markings Daily Worksheet & Certification of Quantities, are not required on Lump Sum and Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter6s2.pdf?sfvrsn=f45ff2a6_179900000.origind
. The pavement stripes and markings shall consist of high quality plastic materials, pigments, of poor adhesion. Durability is the measured percent of pavement marking material completely removed from the pavement. The pavement marking material line loss must not exceed 5.0% of surface area, to pavement contours, breaks and faults under traffic at pavement temperatures recommended, concrete pavement surfaces without the use of heat, solvents, and other additional adhesives
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/9900000.origind.pdf?sfvrsn=248cc047_0Workbook_REDLINE_12-2-10
6-23-03) (FA 8-1-03) (1-10) Change(s) to: 8-3. SP0080307SDRB Jobs with Asphalt Pavement, concrete pavement, landscape installation or performance turf. PROSECUTION AND PROGRESS. (REV 8-1-00) (1-10, and Placement) STABILIZED SUBBASE UNDER CONCRETE PAVEMENT. (REV 1-3-94) (1-10) Change(s, Items MILLING OF EXISTING ASPHALT PAVEMENT. (REV 8-31-99) (FA 2-14-00) (1-10) Insert Information, ASPHALT PAVEMENT. (REV 12-1-93) (1-10) Change(s) to: 327-2. SP3270200 Use when requested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/workbook_redline_12-2-10.pdf?sfvrsn=cb3ed0dc_0D1-02-15-24-30DayBSN
: The improvements under this Contract consist of milling and resurfacing, widening, pavement reconstruction, , signing and pavement markings, lighting, and signalization on SR 546/SR 600 (US 92) from west, EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 22,216.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, - MISCELLANEOUS ASPHALT PAVEMENT TN 12.300 0425- 1-325 INLETS, CURB, TYPE P-2, PARTIAL EA 1.000 0425, 0524- 1- 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 5.000 0527- 2- DETECTABLE WARNINGS SF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/feb15/d1-02-15-24-30daybsn.pdf?sfvrsn=f6d74d60_2450726-1_ESAL
County: Lee Type of Work: Pavement Resurfacing From MP: 25.92 - 27.03 Per your request, to Design-Year 5.80% (selected with an X) FLEXIBLE PAVEMENT RIGID PAVEMENT SN = 5/THICK SN, on Updated Pavement Damage Factors Memorandum, dated December 1, 2000. Lane Factors developed by Copes, the 18 kip Equivalent Single Axle Loads (ESAL's) to be used for pavement design on this project. I, for pavement design on this project. I hereby attest that these have been developed in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25113/450726-1_esal.pdf?sfvrsn=d7902dc2_12. 451026_Technical Scope_Final
was identified as a result of deficient pavement conditions noted in the 2022 Pavement Condition, Construction (Standard Plans), as well as the 2023 Flexible Pavement Design Manual (FPDM) were used, elements. There are transit elements within the corridor limits. A Pavement Condition Assessment had not been completed by the FDOT at the time of this report. The pavement is in fair condition based on available information. It is recommended that flexible pavement be used for rehabilitation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25111/2-451026_technical-scope_final.pdf?sfvrsn=58af57b6_1E1V09BidTabs
and resurfacing, widening, pavement reconstruction, median modifications, curb and gutter, drainage improvements, sidewalks, driveway reconstruction, signing and pavement markings, lighting, PAVEMENT, 3" AVG DEPTH 22,216.000 SY 3.04000 67,536.64 4.66000 103,526.56 2.80000 62,204.80 0130 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 25,061.000 SY 4.38000 109,767.18, 689,827.84 215.35000 853,712.01 0145 0339 1 MISCELLANEOUS ASPHALT PAVEMENT 12.300 TN 811.44000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2024/feb15/e1v09bidtabs.pdf?sfvrsn=d239825e_1TP-01-14-25BSN
to drainage, signing and pavement markings, structures, ITS, and to mill and resurface SR 570 (Polk, (44968825201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44968815201) LS 1.000 0102- 14, 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 37,147.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 59,234.000 0327- 70- 9 MILLING EXISTING ASPHALT PAVEMENT, 5 1/4" AVG DEPTH SY 1,659.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jan14/tp-01-14-25bsn.pdf?sfvrsn=f7c871d9_1TP-05-06-25BSN2
0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (45208215201) LS 1.000 0102- 2-300 SPECIAL DETOUR, - OPTIONAL BASE, BASE GROUP 12 SY 2,780.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 272.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 12,988.000 0334, 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 10.800 0400- 2- 11 CONCRETE CLASS II, RETAINING WALLS CY, - CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 61.000 0524- 1- 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may06/tp-05-06-25bsn2.pdf?sfvrsn=6027750d_17-17workbookredlinewithman01-02-03-04
for the 7-17WB. Section 163 deleted by SP1630000 MILLING OF EXISTING ASPHALT PAVEMENT. (REV, . Use all, tons, square yards MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (1-177-17) Changes to: 327-2. SP3270200 Use when requested by the District. CEMENT CONCRETE PAVEMENT, Jobs with Colored Concrete Pavement INTEGRAL PILE AND COLUMN JACKETS. (REV 1-7-16) (FA 1-14-16, Jobs ROLLED INTO THE JULY 2017 eBOOK. To update the language. 352 GRINDING CONCRETE PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/workbook/7-17workbookredlinewithman01-02-03-04add596c440f84241b43de2dfda4302e2.pdf?sfvrsn=87da3bfe_42000502-724FHWA
Base for Shoulder Pavement: Unless otherwise permitted, complete all rock base shoulder construction at any particular location before placing the final course of pavement on the traveled roadway, capable of scarring or contaminating the pavement surface on the adjacent pavement. Immediately sweep, Test Name Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts, the overall ride quality, traffic safety, and surface drainage characteristics of the pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/2000502-724fhwa.pdf?sfvrsn=b7c12d53_1D005011e.do
. Index No. 205 (Sheet 1 of 5), ‘RIGID PAVEMENT’ table – Minimum cover for round and elliptical concrete pipe changed from 6” to 9”. ‘FLEXIBLE PAVEMENT’ table – Minimum cover for round and elliptical, and pavement areas where pedestrians can walk around the inlets. Index No. 233 (Sheet 1 of 1, to occasional pedestrian traffic such as landscaped areas and pavement areas where pedestrians can, such as landscaped areas and pavement areas where pedestrians can walk around the inlet. Index No. 280 (Sheet 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d005011e.do.pdf?sfvrsn=8090d29f_0