7444 search results for Pavement
District 5 Letting and Project Information
Systems 1 E5X38 Lake, Marion Pavement Markings 1 E5X54-R0 Orange, Seminole Pavement Markings E5X55-R0, Attendance Supplements Proposal ID County Major Work Type Addendum E52C3 Brevard Pavement Markings, Work Type Addendum E56C6 MOVED TO OCTOBER 3 LETTING 1 E57C3 Orange, Osceola Pavement Markings and RPMs, Volusia Drainage Repair E53C5 Lake Pavement Markings and RPMs E54B3 Brevard Resurfacing 1 E54C0, 1 E59B3 Volusia Resurfacing 1 E56C6 Marion Pavement Markings and RPMs 1, 2
https://www.fdot.gov/contracts/district-offices/d5/lettings/2023/2023-district-five-letting-and-project-informationE4W65
, bus boarding pad), pavement markings (detectable, raised, painted, thermoplastic), pavers, patterned pavement, green bike lanes, signing (single-post, object marker, panel, internally-illuminated, 0285-715- OPTIONAL BASE, BASE GROUP 15 SY 619.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 57,664.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 2,221.000, PAVEMENT SY 1,084.000 0527- 2- DETECTABLE WARNINGS SF 300.000 0570- 1- 2 PERFORMANCE TURF, SOD SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/jan05/e4w65.pdf?sfvrsn=d365f167_1E3W88BIDTAB
, signing and pavement marking, replacement of traffic monitoring sensors and loops, and expansion, 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 35,787.000 SY 3.72000 133,127.64 2.70000 96,624.90 3.79000 135,632.73 0075 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH, PAVEMENT, 1/2" AVG DEPTH 16,450.000 SY 1.21000 19,904.50 3.50000 57,575.00 1.88000 30,926.00, 3,985.38000 7,970.76 0155 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 5.212
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2023/nov09/e3w88bidtab.pdf?sfvrsn=48eb701f_120231012_210447-5_SR16_78060
2.2 1.8 0.3 4.3 CONC 4.3B IIIM P L1 patch: MP 11.283-11.291 Pavement change all lanes: MP 10.093, +/- = Edge of Pavement at the Leave/Approach Slab; LC = Leveling Course Pavement Evaluation Coring, Pavement Layer C o r e L e n g t h B a s e T y p e Crack P a v e m e n t, F '+/- = Edge of Pavement at the Leave/Approach Slab Widening Remarks: Super elevated Moderate, o s t L a n e W h e e l P a t h Pavement Layer C o r e L e n g t h
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/78/20231012_210447-5_sr16_78060.pdf?sfvrsn=1e2feb3d_120240603_210531-3_SR53_35060
, BOTTOM UP CRACKING COMMENTS CORE NO. MILE POST LANE WHEEL PATH (Y or N) PAVEMENT LAYER, : SR 8 (I-10) Shoulder Type and Condition: State of Florida Department of Transportation PAVEMENT, / N): Y PAVEMENT LAYER (in.) BASE CRACK PAVT. COND. RUT DEPTH (in.) COMMENTS SLOPE DIRECTION, (Duval Avenue) Lanes: 2 State of Florida Department of Transportation PAVEMENT EVALUATION CORING, PAVEMENT LAYER (in.) BASE CRACK PAVT. COND. RUT DEPTH (in.) COMMENTS Inside: 2 ft. C&G, 5 ft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/35/20240603_210531-3_sr53_35060.pdf?sfvrsn=d72610a2_1dce-mar
– Asphalt Pavement Surface Deficiencies ..............................................................15, Recommendation All MAR findings that are not asphalt pavement surface deficiencies are governed, pavement surface deficiencies, see Chapter 4 – Asphalt Pavement Surface Deficiencies. The DCE can, of 19 Chapter 4 – Asphalt Pavement Surface Deficiencies Asphalt pavement surface deficiencies are processed in accordance with CPAM Section 11.5 - Testing and Correcting Asphalt Pavement Surface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/mcreview/dce-mar.pdf?sfvrsn=a656414d_320250220_209138-4_SR128_72017
201.035L2N 1.1 1.3 1.1 3.5 LR =10" F 191.300L2Y 1.1 1.0 1.3 3.4 LR B II L P Pavement Evaluation, 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 e L e n g, 1.146 CTL N 1.0 1.2 2.0 1.2 5.4 LR F Pavement Evaluation Coring and Condition Data Cored By: CSI Geo, h Pavement Layer C o r e L e n g t h ( i n . ) B a s e T y p e Crack P, P Pavement Evaluation Coring and Condition Data Cored By: UNIVERSAL 02/01/21 Page Typical Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20250220_209138-4_sr128_72017.pdf?sfvrsn=328d4a50_120250213_210116-2_SRA1A_78040
e W h e e l P a t h Pavement Layer C o r e L e n g t h ( i n . ) B a s, Pavement Evaluation Coring and Condition Data Cored By: CSI GEO, Inc. 02/13/25 Page Mainline Top, r M i l e P o s t L a n e W h e e l P a t h Pavement Layer County: St Johns Bridge of Lions 2' C & G Length:2.901 4' SHLD + C & G Pavement Evaluation Coring and Condition Data, a n e W h e e l P a t h Pavement Layer County: St Johns Bridge of Lions 2' C & G SHLD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/78/20250213_210116-2_sra1a_78040.pdf?sfvrsn=83f42e98_120250619_451481-1_SR 35_16210
OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., CRACK All Cores PAVEMENT LAYER (IN.) Polk SR No.: Y BASE 2.413 5.982 Lawn Curb & Gutter (Y/N, : Sharon Dr. N of Norton Rd. Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO, DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project, All Cores PAVEMENT LAYER (IN.) Polk SR No.: Y BASE 2.413 5.982 Lawn Curb & Gutter (Y/N):Y
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20250619_451481-1_sr-35_16210.pdf?sfvrsn=4994a662_1RandyRoberts-FDOTC3DTrafficPlans
that may be used on other projects. Spring 2015 Pavement Markings Spring 2015 “FDOT Ribbon” Launches the A pplication Pavement Markings Spring 2015 Optional Outside Striping Pattern Selection, Lane Stripes Pavement Markings Justification – Center, Inside, Outside are the options, Length of the object selected Pavement Markings Associate Alignment can be used to have patterns, selection it will maintain the same object until you select a different one. Pavement Markings Spring
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/randyroberts-fdotc3dtrafficplans.pdf?sfvrsn=898c2010_22024FDM265ReinfConcBox
of asphalt pavement directly on the top slab. Corrugated metal structures will also typically require, for phased construction with shallow highway pavements, no temporary shoring is needed at the phase construction joint to support the fill or pavement. (2) Frame units provide a simpler traffic railing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm265reinfconcbox.pdf?sfvrsn=5675a11a_12024FDM265ReinfConcBox
the least amount of cover by placing a minimum of 3 inches of asphalt pavement directly on the top slab, is proposed. When used for phased construction with shallow highway pavements, no temporary shoring is needed at the phase construction joint to support the fill or pavement. (2) Frame units provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm265reinfconcbox.pdf?sfvrsn=1ac3e33e_12025FDM265ReinfConcBox
pavement directly on the top slab. Corrugated metal structures will also typically require taller, used for phased construction with shallow highway pavements, no temporary shoring is needed at the phase construction joint to support the fill or pavement. (2) Frame units provide a simpler traffic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm265reinfconcbox.pdf?sfvrsn=7efacf89_12025FDM265ReinfConcBox
the least amount of cover by placing a minimum of 3 inches of asphalt pavement directly on the top, phased construction is proposed. When used for phased construction with shallow highway pavements, no temporary shoring is needed at the phase construction joint to support the fill or pavement. (2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm265reinfconcbox.pdf?sfvrsn=347dfd06_1MPOAC-Staff-Directors-Power-Point-August-02-2018
roadways Rural roads Large and complex intersections Various pavements and pavement markings, • Baseline Reports for BR/Pvmt/Sys Perf (Interstate only) • Nov 16 Nov 14: MPO Sets Bridge, Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/mpoac-staff-directors-power-point-august-02-2018.pdf?sfvrsn=3bb97d5f_12026FDM265ReinfConcBox
have the least amount of cover by placing a minimum of 3 inches of asphalt pavement directly, phased construction is proposed . When used for phased construction with shallow highway pavements, no temporary shoring is needed at the phase construction joint to support the fill or pavement. (2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm265reinfconcbox.pdf?sfvrsn=961766f4_22026FDM265ReinfConcBox
have the least amount of cover by placing a minimum of 3 inches of asphalt pavement directly, phased construction is proposed . When used for phased construction with shallow highway pavements, no temporary shoring is needed at the phase construction joint to support the fill or pavement. (2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm265reinfconcbox.pdf?sfvrsn=8244b313_12000Book
0 7 2 8 3 Reclaimed Asphalt Pavement Base, ) . . . . . . . . . . . . . . . . 3 4 6 3 5 0 Cement Concrete Pavement, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 4 4 5 1 8 Pavement Waterproofing Fabric, . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 8 4 7 1 3 Preformed Pavement Stripes and Markings ............................. 7 9 0 7, MetalAccessory Materials for Concrete Pavement and Concrete Structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2000/ebook/2000book.pdf?sfvrsn=c74aa82d_0E3X13BidTabs
Project(s): Contract: Contract Time: Vendor Ranking PONCE DE LEON MAINTENANCE - DITCH PAVEMENT, of the removal and placement of concrete ditch pavement as well as installation of riprap rubble, and grubbing of 10 feet in width on each side of new concrete ditch pavement. Maintenance of Traffic, DE LEON MAINTENANCE - DITCH PAVEMENT AND RUBBLE N/A Contract Descr: Unit Price Quantity Line, 20.00000 20,000.00 0040 0524 1 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" 1,400.000 SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2023/aug10/e3x13bidtabs.pdf?sfvrsn=6a428cc8_1660-001
Coated Flexible Conduit Slot (See General Note 8) Roadway Pavement Slot (See General Note 8, of the conduit from 2" below the top of the roadway surface. roadway pavement and approximately 2. Install, boxes with UL listed, watertight, wire is 6" from the loop to 12" from the pavement edge or curb, of STANDARD PLANS FY 2024-25 SHEET INDEX Pavement Joint Double Width Cut Loop Wires Sealant, ° 3" CONCRETE PAVEMENT EXPANSION JOINTS VERTICAL SECTION PLAN TYPE F TYPE E TYPE D TYPE C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/660-001.pdf?sfvrsn=d3c1b1d_1