7241 search results for Pavement
E21V3-R0
, installation / removal of thermoplastic or paint pavement markings, messages, and symbols, raised retro-reflective pavement markers, delineators, fence type B, highmast light pole removal, sign structure, WITH THE BID. EXPERIENCE IN PAVEMENT MARKINGS (FORM 850-070-06) MUST BE COMPLETED AND SUBMITTED, 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 110.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 0.800 0710- 11-160 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/may21/e21v3-r0.pdf?sfvrsn=525b1bc4_1E1Y04-R0BidTabs
1 MISCELLANEOUS ASPHALT PAVEMENT 50.000 TN 250.00000 12,500.00 1,000.00000 50,000.00 350.00000, as Lump Sum 0001 (ASPHALT REPAIR (MANUAL) (TN SECTION: 0130 0524 1 29 CONCRETE DITCH PAVEMENT, 4, CONCRETE DITCH PAVEMENT, 6", REINFORCED 50.000 SY 135.00000 6,750.00 78.00000 3,900.00 195.00000 9,750.00 0140 0524 2 29 CONCRETE SLOPE PAVEMENT, 4", REINFORCED 50.000 SY 130.00000 6,500.00 78.00000 3,900.00 149.00000 7,450.00 0145 0524 2 49 CONCRETE SLOPE PAVEMENT, 6", REINFORCED 10.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/sep18/e1y04-r0bidtabs.pdf?sfvrsn=98cfe1c8_12024FDM212Intersections
. Additional pavement may be necessary to accommodate the turning of large trucks. (4) Turning, pavement areas of highly skewed intersections increase construction and maintenance costs. Evaluate, conditions. Pavement markings should be used through the intersection to provide positive guidance, and smooth roadway system. Elements that may require special profiles include pavement edges, pavement width such as a taper or additional shoulder width. See FDM 210.3 for information on median
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm212intersections.pdf?sfvrsn=428d0a44_3D3-04-10-25BSN
- OPTIONAL BASE, BASE GROUP 06 SY 34.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 1,710.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 20,538.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 14,284.000 0334- 1- 12 SUPERPAVE ASPHALTIC, PERFORMANCE TURF, SOD SY 4,249.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 2,456.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 3.096 0710- 11-123 PAINTED PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/apr10/d3-04-10-25bsn.pdf?sfvrsn=b5091733_1Historical Item Averages Statewide 6 Months
SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 16 $22.45 $7,220,968.30 321,702.400 CY N SPECIAL DETOUR, TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D 0102 89 1 19 $2,126.17 $440,118.03 207.000, MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 0327 70 2 13 $3.49 $1,549,584.51 444,342.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 0327 70 3 3 $3.41 $331,154.43 97,010.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 4 1/2" AVG DEPTH 0327 70 4 27 $2.91 $4,413,093.28 1,516,807.000 SY N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/statewide/pdf/historical-item-averages-statewide-6-months.pdf?sfvrsn=47aefe18_72024FDM213ModRoundabout
and conflict points. Provide roundabout designs that are simplistic and have pavement widths based, of the intersection should be as flat as practical to allow the circulatory roadway pavement to slope, or pavement marking tends to lead vehicles from the left-hand circulatory lane into the right-hand exit lane, by the red arrows. Also shown in the figure is the required spiral transition pavement marking, path; i.e., drivers will run over striping and use all available pavement. Fastest path movements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm213modroundabout.pdf?sfvrsn=1b71186a_2E21C3-R0BidTabs
, driveways, curb and gutter, ditch pavement, ADA ramps etc., as listed in the bid items within state, 3,150.00 65.00000 1,950.00 70.00000 2,100.00 0020 0339 1 MISCELLANEOUS ASPHALT PAVEMENT 10.000 TN, PAVEMENT, NON REINFORCED, 6" 200.000 SY 85.00000 17,000.00 120.00000 24,000.00 145.00000 29,000.00 0060 0524 1 49 CONCRETE DITCH PAVEMENT, 6", REINFORCED 20.000 SY 95.00000 1,900.00 120.00000, 1,500.00 0020 0339 1 MISCELLANEOUS ASPHALT PAVEMENT 10.000 TN 200.00000 2,000.00 500.00000 5,000.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/bid-tabs/2024/feb14/e21c3-r0bidtabs.pdf?sfvrsn=628e7892_1E51F2
, signalization, signing and pavement markings, and other incidental construction at SR 5 (US-1) and Cidco, MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 6,967.000 0334- 1- 53 SUPERPAVE ASPHALTIC CONCRETE, PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" LF 468.000 0710- 11-125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR CROSSWALK, 24" LF, AS 4.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 97.000 0710- 11-290 PAINTED PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/apr02/e51f2.pdf?sfvrsn=76591e48_120210722_210565-3_SR115_74070
=6.7 F 200.800 L1 I 1.7 1.8 0.7 0.8 5.0 LR 1.7B II M P 2.458: small patch in L1 Pavement, m b e r M i l e P o s t L a n e W h e e l P a t h Pavement Layer C o r, , shoving, grinding curve, shoving, separated at 1.5" grinding, separated at 1.7" Remarks:pavement, a n e W h e e l P a t h Pavement Layer C o r e L e n g t h Pavement, 474.493RTON 1.5 1.4 2.9 LR F 481.989LTO N 1.4 1.7 3.1 LR F Pavement Evaluation Coring
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/74/20210722_210565-3_sr115_74070.pdf?sfvrsn=a9f9b848_1D5-09-04-24BSN
pavement markings restoration. Experience: For this Contract the Contractor is required to have, EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 750.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 1,250.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 1,600.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 2,500.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 1,350.000 0327- 70- 11 MILLING EXISTING ASPHALT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/sep04/d5-09-04-24bsn.pdf?sfvrsn=8b6f0fa7_1D2-01-15-25BSN
/RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 1,802.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, 1.000 0327- 70- 1 MILLING EXISTING ASPHALT 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- 83 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-12.5, PG, 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,802.000 0710- 11-101 PAINTED PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/jan15/d2-01-15-25bsn.pdf?sfvrsn=c1f37615_1E4X35
), asphalt (milling, resurfacing), pavement markings (removable tape, RPM, painted, thermoplastic, PAVEMENT, 1 1/4" AVG DEPTH SY 691.000 0337- 7- 82 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-9.5, SITE INDUCTIVE LOOP ASSEMBLY, FURNISH & INSTALL, 1 LOOP EA 8.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 207.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 0.019 0710- 11-201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM 0.040 0999- 16- PARTNERING, DO
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/apr04/e4x35.pdf?sfvrsn=f2b3f0fb_1Maintenance Specifications - FY 2025-26
Maintenance Contracts including Edging. REMOVAL OF FLEXIBLE PAVEMENT.(REV 3-9-18) (FY 2025-26) SPM1107000 Maintenance Contracts including the Removal of Flexible Pavement. ROADSIDE DITCH OR CANAL, including Concrete Sidewalk. CONCRETE DITCH AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15) (FY 2025-26) SPM5240100 Maintenance Contracts with Ditch and Slope Pavement Repair. DETECTABLE WARNINGS.(REV 12-16-24, PAVEMENT MARKERS AND BITUMINOUS ADHESIVE.(REV 6-23-21) (FY 2025-26) SPM7060100 Maintenance Contracts
https://www.fdot.gov/programmanagement/maintenance/fy-2025-26/maintenance-specifications---fy-2025-26Maintenance Specifications - July 2017
Separators. CONCRETE DITCH AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15) (7-17) SP5240100 Maintenance Jobs, Contracts that include Object Markers and Delineators. RAISED RETRO-REFLECTIVE PAVEMENT MARKERS, ) SS1103200 Maintenance Contracts including Edging and Sweeping. 110-70 REMOVAL OF FLEXIBLE PAVEMENT.(REV 8-1-13) (7-17) SS1107000 Maintenance Contracts including the Removal of Flexible Pavement. 120-50, REMOVAL OF EXISTING PAINTED PAVEMENT MARKINGS.(REV 10-5-15)(7-17) SS7107000 Maintenance Contracts
https://www.fdot.gov/programmanagement/maintenance/2017jul/default.shtmMaintenance Specifications - January 2016
Contract with Concrete Gutter, Curb Elements and Traffic Separators. CONCRETE DITCH AND SLOPE PAVEMENT, and Delineators. RAISED RETRO-REFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE.(REV 9-28-15) (1-16, Edging and Sweeping. 110-70 REMOVAL OF FLEXIBLE PAVEMENT.(REV 8-1-13) (1-16) SS1107000 Maintenance Contracts including the Removal of Flexible Pavement. 120-50 ROADSIDE DITCH OR CANAL CLEANING AND GRADING, . 710-70 REMOVAL OF EXISTING PAINTED PAVEMENT MARKINGS.(REV 10-5-15)(1-16) SS7107000 Maintenance Contracts
https://www.fdot.gov/programmanagement/maintenance/2016jan/default.shtmMaintenance Specifications - July 2016
Gutter, Curb Elements and Traffic Separators. CONCRETE DITCH AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15, RETRO-REFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE.(REV 9-28-15) (7-16) SP7060100 Maintenance, REMOVAL OF FLEXIBLE PAVEMENT.(REV 8-1-13) (7-16) SS1107000 Maintenance Contracts including the Removal of Flexible Pavement. 120-50 ROADSIDE DITCH OR CANAL CLEANING AND GRADING.(REV 10-1-15) (7-16, PAINTED PAVEMENT MARKINGS.(REV 10-5-15)(7-16) SS7107000 Maintenance Contracts including the removal
https://www.fdot.gov/programmanagement/maintenance/2016jul/default.shtmMaintenance Specifications - January 2017
and Traffic Separators. CONCRETE DITCH AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15) (1-17) SP5240100, Maintenance Contracts that include Object Markers and Delineators. RAISED RETRO-REFLECTIVE PAVEMENT, PAVEMENT.(REV 8-1-13) (1-17) SS1107000 Maintenance Contracts including the Removal of Flexible Pavement, . 710-70 REMOVAL OF EXISTING PAINTED PAVEMENT MARKINGS.(REV 10-5-15)(1-17) SS7107000 Maintenance Contracts including the removal of Existing Painted Pavement Markings. 711-70 REMOVAL OF EXISTING
https://www.fdot.gov/programmanagement/maintenance/2017jan/default.shtmMaintenance Specifications - FY 2024-25
) SPM1103200 Maintenance Contracts including Edging. REMOVAL OF FLEXIBLE PAVEMENT.(REV 3-9-18) (FY 2024-25) SPM1107000 Maintenance Contracts including the Removal of Flexible Pavement. ROADSIDE DITCH, Contracts including Concrete Sidewalk. CONCRETE DITCH AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15) (FY 2024-25) SPM5240100 Maintenance Contracts with Ditch and Slope Pavement Repair. DETECTABLE WARNINGS.(REV, PAVEMENT MARKERS AND BITUMINOUS ADHESIVE.(REV 6-23-21) (FY 2024-25) SPM7060100 Maintenance Contracts
https://www.fdot.gov/programmanagement/maintenance/fy-2024-25/maintenance-specifications---fy-2024-25E6P23BidTabs
as Lump Sum 0001 Roadway SECTION: 0115 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG, RAISED PAVEMENT MARKER, TYPE B 1,257.000 EA 4.72000 5,933.04 4.00000 5,028.00 4.80000 6,033.60 0270 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 1.663 GM 1,246.08000 2,072.23 1,550.00000 2,577.65 1,275.00000 2,120.33 0275 0710 11102 PAINTED PAVEMENT MARKINGS, STANDARD, 122.54 1,275.00000 80.33 0280 0710 11123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2024/mar28/e6p23bidtabs.pdf?sfvrsn=742b5275_1DEV102-990SWZ (12-2-25)
and install work zone pavement markings for maintenance of traffic (MOT) in construction areas, of the work and repair any damage to existing pavement open to traffic. ARTICLE 102-2 is deleted and the following substituted: 102-2 Materials. Meet the following requirements: Raised Pavement, * ..........................................................................................Section 710 Pavement Marking Materials* ....................................................Section 971 Temporary Raised Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev102-990swz-(12-2-25).pdf?sfvrsn=7d0f4de1_4