7241 search results for Pavement
20250530_414511-3_SR 25_91100
OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) HighlandsSR No.: Paved BASE 1.170 1.270 5. A blank, : East of SR 25 (US 27) Bay Blossom DriveInside: Shoulder Type and Condition: Overall Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/91/20250530_414511-3_sr-25_91100.pdf?sfvrsn=25e1335_120250708_456060-1_SR 687_15240
. 0.000.250.250.250.000.250.250.200.18UNKW0.140.08 Notes: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, (Y/N): 3.610 3. Stabilization thickness was checked on 10% of the coring locations. For pavement, cored at the time of the investigation. Should questions arise regarding the pavement composition, it, . PAVEMENT LAYER (IN.) PinellasSR No.: Paved BASE 0.998 4.608 5. A blank cell indicates measurement, OF 119TH AVENUEInside: Shoulder Type and Condition: Fair Overall Pavement Condition (from DMO field
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/15/20250708_456060-1_sr-687_15240.pdf?sfvrsn=6fa3284c_1E1Y03-R0BidTabs
2,280.00 100.00000 2,000.00 0010 0327 70 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 150.000, PAVEMENT, 4 1/2" AVG DEPTH 10.000 SY 10.00000 100.00 6.90000 69.00 300.00000 3,000.00 0020 0327 70 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 75.000 SY 10.00000 750.00 3.48000 261.00 100.00000 7,500.00 0025 0327 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 2,000.000 SY, PAVEMENT, 1 1/2" AVG DEPTH 5,000.000 SY 7.00000 35,000.00 4.20000 21,000.00 14.00000 70,000.00 0035
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/sep18/e1y03-r0bidtabs.pdf?sfvrsn=e024eeff_1E3Z26-R0
, curb and gutter, ditch pavement, driveways, inlet tops, curb ramps and mitered end slabs. Work may, - 10 REMOVAL OF EXISTING CONCRETE SY 500.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 1.000 0400, AND DRIVEWAYS, 6" THICK SY 100.000 0524- 1- 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 1,400.000 0524- 1- 4 CONCRETE DITCH PAVEMENT, NON REINFORCED, 6" SY 25.000 0524- 1- 29 CONCRETE DITCH PAVEMENT, 4", REINFORCED SY 25.000 0524- 1- 49 CONCRETE DITCH PAVEMENT, 6", REINFORCED SY 25.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2026/jan08/e3z26-r0.pdf?sfvrsn=8ae2792_1719 RedLine eBook
below the base course or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement. The subgrade limits ordinarily include those portions of the roadbed shown, the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb and gutter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/ebook/719-redline-ebook.pdf?sfvrsn=9d4d06a_2E55C0BidTabs
consists of asphalt milling and resurfacing, replacement of traffic loops, painted pavement markings, preformed thermoplastic pavement markings and reflective pavement markers on various Department, 7,000.00 40.00000 1,120.00 2,000.00000 56,000.00 0025 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2, PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 0.880 GM 1,400.00000 1,232.00 2,500.00000 2,200.00 4,000.00000 3,520.00 0050 0710 11102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2023/nov07/e55c0bidtabs.pdf?sfvrsn=44b4c4cc_1E6O81
0285-711- OPTIONAL BASE, BASE GROUP 11 SY 212.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 6,217.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 15,920.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 120.000 0334- 1- 13, 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 31.700 0536- 1- 1 GUARDRAIL -ROADWAY, GENERAL TL-3 LF, PAVEMENT MARKER, TYPE B EA 764.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/mar28/e6o81.pdf?sfvrsn=fbcc3312_1E3X10
, signing, pavement markings, and maintenance of traffic. PREQUALIFICATION IS REQUIRED TO BID, 2,029.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 46,407.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 133,973.000 0334- 1- 53 SUPERPAVE ASPHALTIC, , FC-12.5, PG 76 -22 TN 15,149.400 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 25.600 0430-174-118 PIPE, , SOD AND SOIL- SHOULDER TREATMENT INDEX 570-010 SY 26,958.000 0706- 1- 3 RAISED PAVEMENT MARKER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/jul11/e3x10.pdf?sfvrsn=fa335a72_1E21P1
, OR LCD ED 31,800.000 0102- 78- 1 TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA, PAVEMENT, 1" AVG DEPTH SY 398,022.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 10,069.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 213.000 0337- 7, INDUCTIVE LOOP ASSEMBLY, FURNISH & INSTALL, 2 LOOPS EA 2.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,802.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 39.792 0710
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/jan15/e21p1.pdf?sfvrsn=75e5453d_1E56F4
Description: The Improvements under this Contract consist of Milling & Resurfacing, Pavement Reconstruction, and Signing and Pavement Markings on SR 15 (US 17) from Lake Winona Road to South of East 4th, -ASPHALT/DRIVEWAY BASE- ASPHALT MATERIAL TN 29.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 65,031.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY, , FURNISH & INSTALL, 2 LOOPS EA 2.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 788.000 0710
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/may06/e56f4.pdf?sfvrsn=109f500e_13380300.origind
input is encouraged. DS/dt Attachment 3380300 All Jobs VALUE ADDED ASPHALT PAVEMENT. (REV, Party to accept responsibility for maintaining the Value Added Asphalt Pavement, when remedial, , and there is no construction of the embankment, subgrade or base below the pavement included in the Contract, the Value Added Asphalt Pavement work. When the construction of the embankment, subgrade or base below the pavement is included in the Contract, in addition to the construction of the Asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/3380300.origind.pdf?sfvrsn=ef654697_03270000.impl
existing asphalt concrete pavement by milling to improve the rideability and cross slope of the finished pavement, to lower the finished grade adjacent to existing curb before resurfacing, or to completely remove existing pavement. When milling to improve rideability, the Plans will specify an average, escaping during the removal operation. Forcomplete pavement removal, the Engineer may approve the use, Construction. 327-3.1 General: Remove the existing raised reflective pavement markers before milling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/3270000.impl.pdf?sfvrsn=83dc1320_0SS7090000
material to the pavement. Use equipment which can produce varying width traffic stripes and which meets, existing pavement markings, such that scars or traces of removed markings will not conflict with new, of portland cement concrete pavement. Apply traffic stripes or markings only to dry surfaces, and when the ambient air and surface temperature is at least 40ºF and rising. Do not apply pavement markings, of the existing line is visible. Apply the Two Reactive Component product to the pavement in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss7090000.pdf?sfvrsn=31393a3d_020250627_447919-1_SR 687_15090
. 381.955MLR2Y1.01.61.94.53.14.5BIIMF 1.616Outside:NONE Overall Pavement Condition (from DMO field review):FairMedian Curbed (Y/N):Paved: YLawn: YOther:Curb & Gutter (Y/N):Y Mainline Cores (ML) PAVEMENT LAYER (IN.)BASECRACK N, STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA, E M E N T C O N D I T I O N COMMENTS 1.616Outside:NONE Overall Pavement Condition, Cores (ML) PAVEMENT LAYER (IN.)BASECRACK N. of 30th Ave N.Inside:NONE County:PINELLASSR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/15/20250627_447919-1_sr-687_15090.pdf?sfvrsn=760f9529_1E58F2
FROM BELT AVENUE TO NOBLE AVENUE - PAVEMENT ONLY RESURFACE (FLEX) The Improvements under, detectable warnings), and signing and pavement markings on SR 48/SR 475 (N. Main St.) from Belt Avenue, Unit Quantity 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 9,152.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 1,838.000 0334- 1- 13 SUPERPAVE ASPHALTIC, , SOD SY 24.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 0.458 0710
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/sep03/e58f2.pdf?sfvrsn=59fdec75_1E56D1
Letting: 05250903 Call Order:003 Proposal:E56D1 District:05 Counties: MARION Road Name:PAVEMENT MARKINGS, this Contract consists of removal and installation of pavement markings and reflective pavement markers, is required to have at least three (3) years of experience in the performance of Pavement Markings, in "Pavement Markings" will suffice to meet the above requirements. Note: The quantities shown, Section 0001 PAVEMENT STRIPING (LARGE MACHINE) (LM) 0546- 71- 1 RAISED RUMBLE STRIP SET- PERMANENT EA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/sep03/e56d1.pdf?sfvrsn=ddd8ae4e_1DEV520-711RC (1-31-23)
, completed and accepted. For curb of any type next to concrete pavement, the curb-pavement joint quantity, , including reinforcement steel, dowels, asphalt pavement and base under traffic separator, joint, foot. Item No. 520- 3- Concrete Valley Gutter - per foot. Item No. 520- 4- Curb-Concrete Pavement, No. 920-520- RC Channel Gutter – per foot. THERMOPLASTIC PAVEMENT MARKINGS (REV 1-31-23) ARTICLE, Pavement Markings: The certified quantities, authorized and acceptably applied, under
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev520-711rc-(1-31-23).pdf?sfvrsn=638721f5_120231121_450728-1_SR 867_12040
OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) LeeSR No.: Paved - Y BASE 5.075 5.075 Lawn, North of Whiskey CreekInside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field, DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project, Mainline Cores (ML) PAVEMENT LAYER (IN.) LeeSR No.: Paved - Y BASE 5.075 5.075 Lawn - YCurb & Gutter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20231121_450728-1_sr-867_12040.pdf?sfvrsn=6b2e1540_120250707_452826-1_SR 865_12004
McGregor BlvdInside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review, Mainline Cores (ML) PAVEMENT LAYER (IN.) LeeSR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID, and Condition: Overall Pavement Condition (from DMO field review):Fair Typical Section: 7/7/2025 Lanes, By: Median Curbed (Y/N): 2.997 452826-1 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) LeeSR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20250707_452826-1_sr-865_12004.pdf?sfvrsn=50fc8af8_12025FDM940SandPM
Topic #625-000-002 FDOT Design Manual 940 - Signing and Pavement Marking Plans 940 Signing and Pavement Marking Plans 940.1 General This chapter provides the requirements for the development of Signing and Pavement Marking (S&PM) Plans. See FDM 230 for the requirements of S&PM designs, - Signing and Pavement Marking Plans S&PM Plans may require insertion of sheets that were prepared, on including early works sheets. For standalone signing or pavement marking projects, include the list
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm940sandpm.pdf?sfvrsn=fbe7ed27_2