7241 search results for Pavement
E53C5
Letting: 05231003 Call Order:004 Proposal:E53C5 District:05 Counties: LAKE Road Name:PAVEMENT MARKINGS, under this Contract consists of installation, refurbishment and removal of pavement markings, to have at least three (3) years of experience in the performance of Pavement Markings, . A Contractor that presently has a certificate of prequalification with the Department in "Pavement, Call Order: 004 Proposal: E53C5 ALT Item Description Unit Quantity Section 0001 PAVEMENT STRIPING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2023/oct03/e53c5.pdf?sfvrsn=8c1d07a4_1SPI-400-090
Pavement Approaches) FY 2024-25 1 Index 400-090 Approach Slabs (Flexible Pavement Approaches) Design, with asphalt (flexible) roadway approach pavement. Approach Slabs are intended to provide a smooth vertical transition between the roadway approach pavement and the bridge. They are supported, ¾” thick and continuous with the roadway asphalt pavement. Include the required pavement type along, Slabs (Flexible Pavement Approaches) FY 2024-25 2 FC-5: final structural course of 1" and a friction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-400-090.pdf?sfvrsn=dca52e7e_1DSPI-D520-030
) ; Flexible Pavement Design Manual (FPDM); FDOT Traffic Engineering Manual (TEM) ; FHWA Traffic, or FC-12.5) that is called for in the pavement design for the entire project. This will avoid, D520-030 and specify either “Type D Curb” or “RC Channel Gutter”. Show signing and pavement markings in the Signing and Pavement Marking component. There are numerous milling and paving scenarios, to be an all- inclusive list of possible scenarios: Example 1 : Project pavement design Friction Course
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/dev/dspi-d520-030.pdf?sfvrsn=e930e2a3_3SPI-400-090e
Pavement Approaches) FY 2024-25 1 Index 400-090 Approach Slabs (Flexible Pavement Approaches) Design, with asphalt (flexible) roadway approach pavement. Approach Slabs are intended to provide a smooth vertical transition between the roadway approach pavement and the bridge. They are supported, ¾” thick and continuous with the roadway asphalt pavement. Include the required pavement type along, Slabs (Flexible Pavement Approaches) FY 2024-25 2 FC-5: final structural course of 1" and a friction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-400-090e.pdf?sfvrsn=4b4c9d74_1E1X08-R0
EXCAVATION, TRUCK MEASURE CY 50.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 20.000 0352- 70- GRINDING CONCRETE PAVEMENT SY 15.000 0415- 1- 6 REINFORCING STEEL- MISCELLANEOUS LB 25.000 0425- 11, PAVEMENT, 4", REINFORCED SY 50.000 0524- 1- 49 CONCRETE DITCH PAVEMENT, 6", REINFORCED SY 25.000 0524- 2- 29 CONCRETE SLOPE PAVEMENT, 4", REINFORCED SY 25.000 0524- 2- 49 CONCRETE SLOPE PAVEMENT, 6, 100.000 0710- 11-125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR CROSSWALK, 24
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/apr18/e1x08-r0.pdf?sfvrsn=7ff0a719_1E51D2
on an as-needed basis. Work includes milling, resurfacing, and minor pavement markings restoration, 0285-709-OPTIONAL BASE, BASE GROUP 09SY1,250.000 0327- 70- 1MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTHSY2.250 0327- 70- 4MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTHSY1,250.000 0327- 70- 5MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTHSY1,600.000 0327- 70- 6MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTHSY2,500.000 0327- 70- 8MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTHSY1,350.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/jun04/e51d2.pdf?sfvrsn=e62c86a_1E1V24
, signing and pavement markings and intersection lighting on SR 572 (Drane Field Road) at Waring, - TEMPORARY PAVEMENT (44490615201) LS 1.000 0102- 3- COMMERCIAL MATERIAL FOR TEMPORARY DRIVEWAY, MATERIALS SY 223.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 5,332.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 512.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 33,671.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/jun06/e1v24.pdf?sfvrsn=2a310736_1Quantities and Pay Items
DETOUR- TEMPORARY PAVEMENT (44629625201) LS/SY 14,546.000 0102- 4- 1 PEDESTRIAN OR BICYCLE SPECIAL, 0285-712- OPTIONAL BASE, BASE GROUP 12 SY 8,888.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 8,671.000 0327- 70- 2 MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH SY 578.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 19,643.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 51,040.000 0327- 70- 15 MILLING EXISTING ASPHALT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25118/quantities-and-pay-items.pdf?sfvrsn=13e0f317_1Redlines Exhibit 223-1
Detail Striping See Detail Striping See BIKE LANE TYPICAL PAVEMENT MARKINGS 01/01/2025 EXHIBIT 223-1 NOT TO SCALE Spaces Parking at 10' Spacing Hatching 6" White Diagonal 3' Buffer With Curb Curb Solid Line 6" White Stop Line Return or Radius Curb 2'-4' Dotted 6" White Flush Shoulder Curb or Tapers (Typ.) Dotted at Curb 6" White 2'-4' Flush Shoulder) Curb, DETAILS INTERSECTION BIKE LANE markings. crossings pavement lane and midblock FDM 230 for bike See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-223-1.pdf?sfvrsn=8d7fe7a9_1Exhibit 223-1
Detail Striping See Detail Striping See BIKE LANE TYPICAL PAVEMENT MARKINGS 01/01/2025 EXHIBIT 223-1 NOT TO SCALE Spaces Parking at 10' Spacing Hatching 6" White Diagonal 3' Buffer With Curb Curb Solid Line 6" White Stop Line Return or Radius Curb 2'-4' Dotted 6" White Flush Shoulder Curb or Tapers (Typ.) Dotted at Curb 6" White 2'-4' Flush Shoulder) Curb, DETAILS INTERSECTION BIKE LANE markings. crossings pavement lane and midblock FDM 230 for bike See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-223-1.pdf?sfvrsn=c6dbdc0_1Exhibit 230-3-4
ARTERIALS/COLLECTORS WRONG-WAY SIGNING AND PAVEMENT MARKING AT 4-LEG UNSIGNALIZED INTERSECTIONS ALONG DIVIDED ARTERIALS/COLLECTORS WRONG-WAY SIGNING AND PAVEMENT MARKING AT 3-LEG UNSIGNALIZED W R
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-230-3-4.pdf?sfvrsn=49c77111_1Exhibit 913-7
TO EXISTING PAVEMENT * ACTUAL WIDTH OF BASE WIDENING STA. 1342+25.00 TO STA. 1950+85.75 I-75 (SR 93, 76-22) MILL EXISTING ASPHALT PAVEMENT (2 ¼" DEPTH) EXISTING OUTSIDE SHOULDER PAVEMENT GROUND, ASPHALT PAVEMENT (1 ƀ" DEPTH) NEW INSIDE SHOULDER PAVEMENT GROUND-IN RUMBLE STRIPS (INDEX 546-010, PAVEMENT DETAIL AT NO ADDITIONAL COMPENSATION OF OPTIONAL BASE MATERIAL (GRANULAR ONLY) THIS AREA MAY BE CONSTRUCTED LBR 40 STABILILZATION TYPE B OPTIONAL BASE 12" 4" 8" 4" PAVEMENT SHOULDER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-7.pdf?sfvrsn=73c3581_1FDOT Opens First In The Southeast Concrete Testing Facility on U.S. 301
effective concrete pavement designs throughout the state. The new concrete “test road” is the first, to test concrete pavement and base designs. Pavement testing equipment and monitors are strategically placed along the 4-mile roadway segment, allowing FDOT engineers to monitor pavement conditions, of pavement safety and performance,” said FDOT State Materials Engineer Howie Mosely, P.E. “The information we collect will help us optimize concrete pavement designs for safety, longevity and cost
https://www.fdot.gov/info/co/news/2023/03142023Exhibit 913-7
TO EXISTING PAVEMENT * ACTUAL WIDTH OF BASE WIDENING STA. 1342+25.00 TO STA. 1950+85.75 I-75 (SR 93, 76-22) MILL EXISTING ASPHALT PAVEMENT (2 ¼" DEPTH) EXISTING OUTSIDE SHOULDER PAVEMENT GROUND, ASPHALT PAVEMENT (1 ƀ" DEPTH) NEW INSIDE SHOULDER PAVEMENT GROUND-IN RUMBLE STRIPS (INDEX 546-010, PAVEMENT DETAIL AT NO ADDITIONAL COMPENSATION OF OPTIONAL BASE MATERIAL (GRANULAR ONLY) THIS AREA MAY BE CONSTRUCTED LBR 40 STABILILZATION TYPE B OPTIONAL BASE 12" 4" 8" 4" PAVEMENT SHOULDER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-913-7.pdf?sfvrsn=51d242da_1Exhibit 223-1
Detail Striping See Detail Striping See BIKE LANE TYPICAL PAVEMENT MARKINGS 01/01/2025 EXHIBIT 223-1 NOT TO SCALE Spaces Parking at 10' Spacing Hatching 6" White Diagonal 3' Buffer With Curb Curb Solid Line 6" White Stop Line Return or Radius Curb 2'-4' Dotted 6" White Flush Shoulder Curb or Tapers (Typ.) Dotted at Curb 6" White 2'-4' Flush Shoulder) Curb, DETAILS INTERSECTION BIKE LANE markings. crossings pavement lane and midblock FDM 230 for bike See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-223-1.pdf?sfvrsn=398a5a0f_2E1X49
Section 0001 PAVEMENT SYMBOLS (SF) 0711- 11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP, " FOR CROSSWALK LF 17,400.000 0711- 17- 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/nov07/e1x49.pdf?sfvrsn=2a00dc11_1Exhibit 230-3-4
ARTERIALS/COLLECTORS WRONG-WAY SIGNING AND PAVEMENT MARKING AT 4-LEG UNSIGNALIZED INTERSECTIONS ALONG DIVIDED ARTERIALS/COLLECTORS WRONG-WAY SIGNING AND PAVEMENT MARKING AT 3-LEG UNSIGNALIZED W R
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-230-3-4.pdf?sfvrsn=c2cfbf6e_2SPI-400-090
Pavement Approaches) FY 2025-26 1 Index 400-090 Approach Slabs (Flexible Pavement Approaches) Design, with asphalt (flexible) roadway approach pavement. Approach Slabs are intended to provide a smooth vertical transition between the roadway approach pavement and the bridge. They are supported, ¾” thick and continuous with the roadway asphalt pavement. Include the required pavement type along, Slabs (Flexible Pavement Approaches) FY 2025-26 2 FC-5: final structural course of 1" and a friction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-400-090.pdf?sfvrsn=ce08cb32_1E3Y53
of the milling and resurfacing of asphalt surfaces, removal and replacement of pavement markings, . Call Order: 005 Proposal: E3Y53 ALT Item Description Unit Quantity Section 0001 PAVEMENT STRIPING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/mar13/e3y53.pdf?sfvrsn=bb968ce9_1E3Y25
PAVEMENT MARKER, TYPE B EA 114.000 0999- 25- INITIAL CONTINGENCY AMOUNT, DO NOT BID (45431115201) LS 1.000 Section 0003 Signing 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 114.000 0711- 14-527 THERMOPLASTIC, PREFORMED, 24" WHITE WITH 4" BLACK CONTRAST FOR STOP LINE ON CONCRETE PAVEMENT, 32" LF 64.000 0711- 14-560 THERMOPLASTIC, PREFORMED, WHITE WITH BLACK CONTRAST ON CONCRETE PAVEMENT, MESSAGE, ON CONCRETE SURFACE EA 11.000 0918-712-100 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, WHITE, SOLID 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/mar13/e3y25.pdf?sfvrsn=c23108e1_1