7440 search results for Pavement
FDOT 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_1E53F1
420.000 0102- 78- 1 TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 2,550.000 0102- 99, ASPHALT PAVEMENT, 1" AVG DEPTH SY 648.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 63,630.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 23,227.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 3,521.000 0327- 70- 13 MILLING EXISTING ASPHALT PAVEMENT, 1 3/4" AVG DEPTH SY 1,943.000 0327- 70- 15 MILLING EXISTING ASPHALT PAVEMENT, 2 3/4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/apr01/e53f1.pdf?sfvrsn=8d48439b_1E1X63-R0BidTabs
EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 10,000.000 SY 6.00000 60,000.00 6.20000 62,000.00 8.00000 80,000.00 0020 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 10,000.000 SY, 193,500.00 316.15000 203,916.75 400.00000 258,000.00 0045 0339 1 MISCELLANEOUS ASPHALT PAVEMENT, 4,082.55 3,000.00000 3,000.00 0065 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 100.000 EA 4.00000 400.00 6.30000 630.00 10.00000 1,000.00 0070 0710 11123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/feb20/e1x63-r0bidtabs.pdf?sfvrsn=ff54aa03_120240207_450581-1_SR 500 (US 441)_11010
Highway Sect. No: 11010000 State of Florida Department of Transportation PAVEMENT EVALUATION, ) Core No. MP Distance from left edge of lane (ft.) Lane Wheel Path Pavement Layer (in.) Remarks: Crack Depth of "B" indicates full depth crack to the base. EOP = Edge of Pavement In lieu of MP, ; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack Types: A= Alligator; Bl= Block; Br, of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET 450581-1 J. Wilkes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/11/20240207_450581-1_sr-500-(us-441)_11010.pdf?sfvrsn=31a335d0_1SPM9711100HS-724-i19228
pavement marking materials shall be one of the products listed on the Department’s Approved, , and profiled thermoplastic pavement marking materials in accordance with FM 5-541, Part B. The Department will test preformed thermoplastic and hot-applied high friction thermoplastic pavement marking, on the APL. When listed, this will be the minimum criteria for application of the pavement marking, traffic in not more than two minutes. 971-10.4.2 Retroreflectivity: The white and yellow pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/maintenance/finalized/spm9711100hs-724-i19228.pdf?sfvrsn=e30184ea_1SPM9711100HS-725-i19925
pavement marking materials shall be one of the products listed on the Department’s Approved, , and profiled thermoplastic pavement marking materials in accordance with FM 5-541, Part B. The Department will test preformed thermoplastic and hot-applied high friction thermoplastic pavement marking, on the APL. When listed, this will be the minimum criteria for application of the pavement marking, traffic in not more than two minutes. 971-10.4.2 Retroreflectivity: The white and yellow pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/finalized/spm9711100hs-725-i19925.pdf?sfvrsn=3ea42fa_1SPM9711100HS-723-i18605
pavement marking materials shall be one of the products listed on the Department’s Approved Product, , and profiled thermoplastic pavement marking materials in accordance with FM 5-541, Part B. The Department will test preformed thermoplastic and hot-applied high friction thermoplastic pavement marking, on the APL. When listed, this will be the minimum criteria for application of the pavement marking material, in not more than two minutes. 971-11.4.2 Retroreflectivity: The white and yellow pavement markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/maintenance/finalized/spm9711100hs-723-i18605.pdf?sfvrsn=c2148687_2SPM9711100HS-722
pavement marking materials shall be one of the products listed on the Department’s Approved Product List, thermoplastic pavement marking materials in accordance with FM 5-541, Part B. The Department will test preformed thermoplastic and hot-applied high friction thermoplastic pavement marking materials, . When listed, this will be the minimum criteria for application of the pavement marking material, in not more than two minutes. 971-11.4.2 Retroreflectivity: The white and yellow pavement markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/maintenance/finalized/spm9711100hs-722.pdf?sfvrsn=dd3454a5_67100100-724IMPL
710 PAINTED PAVEMENT MARKINGS. (REV 6-14-23) (FA 11-6-23) (FY 2024-25) ARTICLE 710-10 is deleted and the following substituted: 710-10 Method of Measurement. The quantities, authorized and acceptably applied, under this Section will be paid as follows: 1. The length, in gross miles, of solid, 10’-30’ skip, 3’-9’ dotted, 6’-10’ dotted, 2’-2’ dotted, and 2’-4’ dotted lines. 2. The length, of pavement messages, symbols, and arrows. Each arrow is paid as a complete marking, regardless
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/7100100-724impl.pdf?sfvrsn=baa607a0_13300502-722FHWA
Contractor can demonstrate the ability to achieve an acceptable pavement with respect to density, surface texture, and pavement smoothness without such devices. SUBARTICLE 330-9.5.1.1 is deleted, straightedge deficiencies only, mill the pavement surface the full lane width to a depth and length, the pavement surface the full lane width to a depth and length adequate to remove the deficiency, pavement with respect to density, surface texture, and pavement smoothness without such devices
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/3300502-722fhwa.pdf?sfvrsn=7817dd9f_23300502-722resp
3300502 All Jobs 3300502 HOT MIX ASPHALT - GENERAL CONSTRUCTION REQUIREMENTS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Tim Carter 386-624-3208 tcarter@pandspavinginc.com Comments: (12-16-21 Industry) I would propose the following language be added to the specification. As an option, for high and low straightedge deficiencies only, mill the pavement surface the full lane width to a depth, ) in effort to avoid chance of thinning out the structural course pavement. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/3300502-722resp.pdf?sfvrsn=8e1cfdd2_23000100-122origind
and on existing pavement surfaces. SUBARTICLE 300-8.4 is deleted and the following substituted: 300-8.4, by 0.6. Table 300-2 Tack Coat Application Rates Asphalt Mixture Type Underlying Pavement Surface, Constructed Asphalt Layers 0.05 minimum Milled Surface or Oxidized and Cracked Pavement 0.07 Concrete Pavement 0.09 Open Graded Friction Course Newly Constructed Asphalt Layers 0.06 Milled Surface 0.08 Table 300-2 Tack Coat Application Rates Asphalt Mixture Type Underlying Pavement Surface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/3000100-122origind.pdf?sfvrsn=bfdb8e78_2E1X89-R0
PAVEMENT TN 15.000 0352- 70- GRINDING CONCRETE PAVEMENT SY 25.000 0415- 1- 6 REINFORCING STEEL, 75.000 0524- 1- 29 CONCRETE DITCH PAVEMENT, 4", REINFORCED SY 25.000 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", REINFORCED SY 25.000 0527- 2- DETECTABLE WARNINGS SF 69.000 0570- 1- 2 PERFORMANCE TURF, SOD SY 72.000 0710- 11-125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/may15/e1x89-r0.pdf?sfvrsn=52443f63_1