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https://www.fdot.gov/roadway/qa/qa.shtmSS5770000resp
grown over the edge of existing pavement from the pavement’s edge for a width of not more than 18 inches from the pavement’s edge.” 577-4.6 states to, “Blade vegetation that has grown over the edge of existing pavement and remove excess material from the pavement’s edge for the width specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/comments-responses/ss5770000resp.pdf?sfvrsn=c0eac31f_21100201-122impl
110 CLEARING AND GRUBBING (REV 5-5-21) (FA 8-11-21) (1-22) SUBARTICLE 110-2.1 is deleted and the following substituted: 110-2.1 Work Included: Completely remove and dispose of all buildings, timber, brush, trees, stumps, roots, rubbish, debris, existing flexible pavement and base, drainage, , remove asphalt pavement and base in accordance with 120-4.2 and the Plans. 3. All areas where, Portland cement concrete pavement, sidewalk, slope pavement, ditch pavement, curb, and curb and gutter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/1100201-122impl.pdf?sfvrsn=cd9313ab_23000100 -122impl
and apply bituminous tack coats on previously prepared bases and on existing pavement surfaces, Application Rates Asphalt Mixture Type Underlying Pavement Surface Target Tack Rate (gal/yd 2, Newly Constructed Asphalt Layers 0.06 Milled Asphalt Pavement Surface, Oxidized and Cracked Asphalt Pavement, Concrete Pavement 0.09 Note 1: Target tack application rates greater than those
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/3000100--122impl.pdf?sfvrsn=9ef18f49_2E1W87
and resurfacing, curb and gutter, sidewalk, and pavement markings on SR 37 from north of SR 674, EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH SY 52,958.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 30,506.000 0327- 70- 7 MILLING EXISTING ASPHALT PAVEMENT, 4" AVG DEPTH SY, - DETECTABLE WARNINGS SF 13.000 0570- 1- 2 PERFORMANCE TURF, SOD SY 13,462.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,439.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/jul17/e1w87.pdf?sfvrsn=d89120fa_19710605FHWA
Pavement Marking Materials Dear Ms. Domond: We are submitting, for your approval, two copies of the above, . State Construction Engineer PAVEMENT MARKING MATERIALS (REV 5-15-25) SUBARTICLE 971-6.5 is deleted and the following substituted: 971-6.5 Application Properties: 971-6.5.1 Pavement Markings, . PAVEMENT MARKING MATERIALS (REV 5-15-25) SUBARTICLE 971-6.5 is deleted and the following substituted: 971-6.5 Application Properties: 971-6.5.1 Pavement Markings (Excluding Raised Rumble Strips
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9710605fhwa.pdf?sfvrsn=787ee46e_1E58F0
518 (EAU GALLIE BLVD) FROM SARNO RD TO WEST OF APOLLO BLVD - PAVEMENT ONLY RESURFACE (FLEX, and pavement markings along State Road 518 from Sarno Road to west of Apollo Blvd, approximately 3.017 miles, CONCRETE SY 14.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 19,499.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 94,127.000 0337- 7- 83 ASPHALT CONCRETE, , 2 LOOPS EA 8.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 2,113.000 0710- 11-101 PAINTED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/sep03/e58f0.pdf?sfvrsn=75f86bb5_1Exhibit 213-3 Redines
roundabout in addition to 3. For spiral geometry, include all signing and pavement entry width is provided for design vehicle accommodations. Provide pavement markings for gore when extra 2. warranted, Pavement Marking for (See Index 711-001) Special Emphasis Crosswalk F H F B G (See Index 711-001) for Gore Channelization Pavement Marking Detectable Warning (Typ.) 6" White 10'-30' Skip (Typ, MARKING DETAIL³ SIGNING AND PAVEMENT MARKINGS 1x2 ROUNDABOUT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-213-3-redines.pdf?sfvrsn=f717c681_1Exhibit 211-9
01/01/2025 EXHIBIT 211-9 FOR SLIP RAMP INGRESS & EGRESS MANAGED LANES TYPICAL PAVEMENT, Index 711-001 (Typ.) Per Standard Pavement Message Plan Index 711-001 (Typ.) Per Standard Pavement Message 5' O.C. Tubular Markers Separation With Contiguous 8" Solid White Line 8" Solid White Line Shoulder Line O.C.- On Center RPMs- Raised Pavement Markers See Exhibit 211-5 For Slip Ramp Ingress Dimensions O.C. - ON CENTER RPMs- RAISED PAVEMENT MARKERS See Exhibit 211-5 For Slip
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-211-9.pdf?sfvrsn=eea31fa1_1Exhibit 211-10
01/01/2025 EXHIBIT 211-10 FOR WEAVE SECTIONS INGRESS & EGRESS MANAGED LANES TYPICAL PAVEMENT MARKINGS NOT TO SCALE 8" Solid White Line 6" Solid Yellow Line 6" Solid White Line 6" Solid, Index 711-001 (Typ.) Per Standard Pavement Message Plan Index 711-001 (Typ.) Per Standard Pavement Message 8" Solid White Line O.C.- On Center RPMs- Raised Pavement Markers See Exhibit 211-6, Pavement Markers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-211-10.pdf?sfvrsn=e9591419_1Exhibit 211-11
01/01/2025 EXHIBIT 211-11 FOR BEGIN MANAGED LANES MANAGED LANES TYPICAL PAVEMENT MARKINGS NOT TO SCALE Markers 250' No Tubular 1 Mile 300' 6" Solid Yellow Line 5' O.C. Tubular Markers, " White 3'-9 ' Skip Plan Index 711-001 (Typ.) Per Standard Pavement Message Plan Index 711-001 (Typ.) Per Standard Pavement Message 8" Solid White Line 8" Solid White Line Managed Lane Begins, Pavement Markers O.C.- On Center RPMs- Raised Pavement Markers For Transition Distance See Exhibit 211-3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-211-11.pdf?sfvrsn=3a66c7e4_1Exhibit 213-3
roundabout in addition to 3. For spiral geometry, include all signing and pavement entry width is provided for design vehicle accommodations. Provide pavement markings for gore when extra 2. warranted, Pavement Marking for (See Index 711-001) Special Emphasis Crosswalk F H F B G (See Index 711-001) for Gore Channelization Pavement Marking Detectable Warning (Typ.) 6" White 10'-30' Skip (Typ, MARKING DETAIL³ SIGNING AND PAVEMENT MARKINGS 1x2 ROUNDABOUT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-213-3.pdf?sfvrsn=51a6f57e_1SPI-330-001
) and FDOT Flexible Pavement Design Manual (FPDM) Design Assumptions and Limitations Index 330-001, . Include pavement design information for any driveways requiring structural asphalt or base materials, , include bituminous asphalt pavement Structural and Friction Course with the roadway pavement pay items. If Portland Cement pavement is required, include payment in accordance with Specification 522
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-330-001.pdf?sfvrsn=660120fd_13700100int
pavement using the asphalt base option, construct expansion joints in accordance with Standard Plans, Index 350-001. For concrete pavement using the special select soil base option, cConstruct special expansion joints for concrete pavement near the bridge approach slabs that consist of a section of reinforced concrete subslab supporting the roadway concrete pavement, , with a portion of the roadway pavement over the subslab interrupted by a galvanized sheet metal strip, in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/review/internal/3700100int.pdf?sfvrsn=5095cbc8_10071100.impl
, base course, and pavement. Do not operate hauling units or equipment loaded in excess of the maximum weights specified in 7-7.2 on existing pavements that are to remain in place (including pavement being resurfaced), cement-treated subgrades and bases, concrete pavement, any course of asphalt pavement, and bridges. The Engineer may allow exceptions to these weight restrictions for movement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/0071100.impl.pdf?sfvrsn=3016013d_0FM1-T222
Load of Soils and Flexible Pavement Components Designation: FM1-T222 Modified AASHTO T 222 1, soils (compacted or the natural state), base materials and flexible pavement components. 2. REFERENCED DOCUMENTS 2.1. AASHTO T 222 - Nonrepetitive Static Plate Load Test of Soils and Flexible Pavement Components for use in Evaluation and Design of Airport and Highway Pavements. 2.2. Florida, PAVEMENT COMPONENTS Mtl Descr.: Proctor Type Proctor (pcf): LBR (FM 5-515): FLORIDA DEPARTMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm1-t222.pdf?sfvrsn=f8e2d5ea_3520-001
. pavement on tangents and flat curves are to match the pavement joints at 10' centers (max, " 4 " 3 " Pavement Shoulder Berm Earth 3'-0" " 2 1 7 " 4 1 6 1'-10" 1'-2" Curb, Pavement Roadway Circulating in the Plans Specified Surface Truck Apron 1'-4" 9" 7" 1 1 " 6 " 5 " 3 " Joint Seal Same Slope as Adjacent Pavement Joint Filler (See Note 1) " Joint, e 2 ) 6 " M i n . ( S e e N o t e 2 ) 6 " M i n . TYPE A Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/520-001.pdf?sfvrsn=d9639d08_144893815201-SummaryPayItemsReport
GROUP 09 SY 211.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 1,028.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 1,763.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 7,785.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 53,821.000 0327- 70- 13 MILLING EXISTING ASPHALT PAVEMENT, 1 3/4" AVG DEPTH SY 382.000 0327- 70- 15 MILLING EXISTING ASPHALT PAVEMENT, 2 3/4" AVG DEPTH SY 29,496.000 0327- 70- 17 MILLING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-summarypayitemsreport.pdf?sfvrsn=f3d04b26_1520-001
. pavement on tangents and flat curves are to match the pavement joints at 10' centers (max.). Contraction, " 3 " Pavement Shoulder Berm Earth 3'-0" " 2 1 7 " 4 1 6 1'-10" 1'-2" Curb and Gutter, " Adjacent Pavt. Match Slope of Face of Single-Slope Concrete Barrier " S t d . 2 1 7 Pavement, " 5 " 3 " Joint Seal Same Slope as Adjacent Pavement Joint Filler (See Note 1) " Joint, ) 6 " M i n . ( S e e N o t e 2 ) 6 " M i n . TYPE A Pavement Concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/520-001.pdf?sfvrsn=4fb7cf7e_1E53D9-R0
, VOLUSIA Road Name: Pavement Markings Limits: Midpoint Project(s): 44410017220(*) Federal Aid No: N, under this Contract consists of removal, installation and refurbishment of thermoplastic pavement markings, painted pavement markings and RPMs on various Department maintained roadways in Brevard, (3) years of experience in the performance of Pavement Markings, or the Project Superintendent must, has a certificate of prequalification with the Department in "Pavement Markings" will suffice to meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/jul01/e53d9-r0.pdf?sfvrsn=bbe9b528_1