7444 search results for Pavement
E1V08BidTabs
and gutter, lighting, signing and pavement marking, sidewalks, and utility improvements on SR 64, 400,000.00000 400,000.00 0015 0102 2200 SPECIAL DETOUR- TEMPORARY PAVEMENT 19602265201 (5414.000, 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 822.000 SY 30.00000 24,660.00 31.00000, 214,664.60 233.50000 218,882.90 0205 0350 5 CLEANING & SEALING JOINTS- CONCRETE PAVEMENT 383.000 LF 42.00000 16,086.00 32.00000 12,256.00 35.00000 13,405.00 0210 0350 30 13 CONCRETE PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2023/nov23/e1v08bidtabs.pdf?sfvrsn=c880849d_1D3-09-12-24BSN
and resurfacing, curb and gutter, signing and pavement markings, sidewalk ADA upgrades, handrail, ASPHALT PAVEMENT, 2" AVG DEPTH SY 169,588.000 Page 9 Bid Solicitation Notice - Proposal Item, EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 5,053.000 0327- 70- 7 MILLING EXISTING ASPHALT PAVEMENT, - MISCELLANEOUS ASPHALT PAVEMENT TN 3.300 0425- 5- MANHOLE, ADJUST EA 5.000 0430-830- PIPE FILLING, PERFORMANCE TURF, SOD SY 138.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 3,041.000 0710- 11-101
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/sep12/d3-09-12-24bsn.pdf?sfvrsn=f46943fa_1FDOTSubassembliesExistingFeatures
; pavement, curbs, shoulders, sidewalks, as well as at grade traffic separators, guardrails, and Back line. Traffic Separators must lie between pavement pairs. Guardrails and Shoulders cannot lie between pavement geometry. Guardrails must be on the correct side layer in direction of alignment (Ex: RT or LT). To limit the number of pavement lines searched, create a line or polyline on ‘Scratch2’ to exclude areas of pavement not required in section. Adjusting the Corridor After
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/autodesk/fdotsubassembliesexistingfeatures_803f1c59-0dde-4104-8437-6be3d24d7b2e.pdf?sfvrsn=d8d48e3_0Developmental Design Standards
(30 ft.) (Flexible Pavement Approach) Steve Nolan IDDS-D20900 CEL-D20900 -- Permitted Projects FPID No(s):415250-1 D20910 Certification Statement Approach Slab (30 ft.) (Rigid Pavement, Slab (20 ft.) (Flexible Pavement Approach) IDDS-D20920 -- Permitted Projects FPID No(s): 211728-1, Pavement Approach) IDDS-D20930 -- Permitted Projects FPID No(s):438174-1 FIBER REINFORCED POLYMER BAR, Certification Statement Approach Slab - GFRP Reinforced (Flexible Pavement Approach) Steve Nolan IDDS-D22900
https://www.fdot.gov/roadway/ds/dev.shtmPublicHearing_SUMTER COUNTY_Summary_2025-2029
$24,079,190 445295-1 - SR 471 FROM CR 478A TO SR 35/US 301 Type of Work: PAVEMENT ONLY RESURFACE (FLEX, 449234-1 $1,767,190 450635-1 - SR48/SR475 FROM BELT AVENUE TO NOBLE ROAD Type of Work: PAVEMENT, OF SR-471/TARRYTOWN RD Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2025 2026 2027 2028, 50 Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2025 2026 2027 2028 2029, $522,900 $2,516,161 452656-1 - SR 44 FROM W OF I-75 TO CR 229 Type of Work: PAVEMENT ONLY RESURFACE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_sumter-county_summary_2025-2029.pdf?sfvrsn=f7dc64f1_1E59C0
, LAKE, MARION, ORANGE, OSCEOLA, SEMINOLE, SUMTER, VOLUSIA Road Name: Pavement Markings Limits, of the replacement of pavement markings and RPMs on state- maintained roadways within the District, Section 0001 PAVEMENT STRIPING (LARGE MACHINE) (LM) 0701- 17-101 PROFILED THERMOPLASTIC,STANDARD, THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE TO REMAIN SF 22,000.000, PAVEMENT MARKER(REMOVE AND REPLACE)(CLASS B) EA 4,000.000 E711- 14- 1 THERMOPLASTIC, PREFORMED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/jan07/e59c0.pdf?sfvrsn=27abb9a0_1fm1-t168
and test(s) required. 4.1 FINISHED PAVEMENT 4.1.1 Apparatus 4.1.1.1 Diamond bit core drill, concrete saw, or another suitable device. 4.1.2 Procedure 4.1.2.1 Allow the pavement to cool sufficiently, of the pavement to expedite cooling. 4.1.2.2 Obtain the sample from the pavement by cutting with a diamond, , align the core barrel perpendicular to the surface of the pavement. Mark the direction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm1-t168.pdf?sfvrsn=f9c29565_7E8V57-R0BidTabs
infrastructure, signing and pavement markings, ITS systems, lighting components, minor roadway, PAVEMENT, 1 1/2" AVG DEPTH 100.000 SY 0135 0327 70 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH 100.000 SY 0140 0327 70 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH 100.000 SY, ASPHALT PAVEMENT 60.000 TN 0190 0425 1351 INLETS, CURB, TYPE P-5,
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2025/feb19/e8v57-r0bidtabs.pdf?sfvrsn=9ffdb11b_1Asphalt Research-Construction Academy - March 2025 - Greg Sholar
Sections Milled all existing asphalt pavement. Excavated the existing base down to the stabilized, ft. 12x50ft. 20x50ft. 13x100ft. HVS #2 HVS #1 Florida Department of Transportation Pavement Wearing and Friction Determination Florida Department of Transportation Pavement Wearing and Friction Determination 150,000 rotations Florida Department of Transportation Pavement Wearing and Friction Determination Florida Department of Transportation Pavement Wearing and Friction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/asphalt-research-construction-academy---march-2025---greg-sholar.pdf?sfvrsn=ad7382d5_11020921.impl
is not operational within 12 hours after notification. 102-13.19 Work Zone Pavement Markings: Price, RPMs used to supplement line markings will be paid for under temporary retroreflective pavement, Retroreflective Pavement Markers - each. Item No. 102- 81- Temporary Crash Cushion, Gating - per location, No. 710- Painted Pavement Markings. Item No. 711- Thermoplastic Pavement Markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/1020921.impl.pdf?sfvrsn=c006a25d_0D2870000.do
. ConstructAsphaltTreatedPermeable Base (ATPB) and Outlet Pipe for use under concrete pavement, in accordance, . Connecttheopenendoftheoutletpipeintoeitheranexistingdrainagestructure,existingditch pavement or terminate with a concrete apron, in this Section, including removal of existing shoulder pavement, trench excavation, pipe, into existing or proposed drainage structures or ditch pavement; restoration of ditch pavement, sod
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d2870000.do.pdf?sfvrsn=17b2fdc8_0D2870000.do
. ConstructAsphaltTreatedPermeable Base (ATPB) and Outlet Pipe for use under concrete pavement, in accordance, . Connecttheopenendoftheoutletpipeintoeitheranexistingdrainagestructure,existingditch pavement or terminate with a concrete apron, in this Section, including removal of existing shoulder pavement, trench excavation, pipe, into existing or proposed drainage structures or ditch pavement; restoration of ditch pavement, sod
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d2870000.do7dba2769de9444eda945652c582efed0.pdf?sfvrsn=40e6640a_09310101.FHWA
t a l A c c e s s o r y M a t e r i a l s f o r C o ncrete Pavement and Concrete Structures. Dear, . StateConstructionEngineer 9310101 All Jobs METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE, a smooth sliding surface in contact with the pavement slab. The splices shall be spaced not less than, PAVEMENT AND CONCRETE STRUCTURES. (REV 10-14-15) SUBARTICLE 931-1.1 is deleted and the following, and produce a smooth sliding surface in contact with the pavement slab. The splices shall be spaced
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9310101.fhwa.pdf?sfvrsn=93872c72_00050700.origind
that the Engineer directs to facilitate checking of subgrade, base, and pavement elevations in crossovers, with the existing pavement. In tangent sections, set horizontal control points at 100 foot intervals, by locating and referencing the centerline of the existing pavement. Establishby an instrument survey, and mark on the surface of the finished pavement at 25 foot intervals, the points necessary, of paving operations. Mark the pavement with white paint. If performing striping, the Engineer may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/0050700.origind.pdf?sfvrsn=7d9465fc_06110203.FHWA
text to ensure legibility. Signing and pavement marking plan sheets may be used instead, and the approximate detection area for detection systems that are not embedded in or under pavement, location of all signal heads with respect to the pavement markings on the as-built plans. Each, or typed text to ensure legibility. Signing and pavement marking plan sheets may be used instead, for detection systems that are not embedded in or under pavement. 611-2.3.2.3 Pull Boxes: Label unused
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/6110203.fhwa.pdf?sfvrsn=d96b96e0_06900000.FHWA
of overlying pavement, curb, grass, or sidewalk, remove such pavement and subsequently replace it in kind, pavement. After removing such detector assemblies, repair the roadway areas by backfilling and tamping with an approved asphalt concrete mix or concrete pavement mix so as to restore the roadway, that are not embedded in or under pavement, remove the roadside detector assembly, cabling, mounting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/6900000.fhwa.pdf?sfvrsn=e9b9e846_05140100int
stone Ditch Pavement (Rubble Riprap) without bedding stone 524-001 D-2 Revetment (Standard) Articulating Block Gabions 524-001 Rock, Rubble, and Broken Concrete with bedding stone Ditch Pavement, Concrete Pavement Subdrainage 446-001 Joint Cover for Mechanically Stabilized Earth Retaining Wall with Sand or Limerock Backfill D-4 Slope Pavement Ditch Pavement (Sand-Cement Riprap or Concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/5140100int.pdf?sfvrsn=555cc5d6_19850000int
Plans Index D-1 Revetment (Special) Rock, Rubble without bedding stone Ditch Pavement (Rubble, Rock, Rubble, and Broken Concrete with bedding stone Ditch Pavement (Rubble Riprap) with bedding, Geotextile Type Description Standard Plans Index 400-291 Concrete Pavement Subdrainage 446-001 Joint, Pavement Ditch Pavement (Sand-Cement Riprap or Concrete) 524-001 Coarse Aggregate Wrap D-5 Separation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/9850000int.pdf?sfvrsn=57c199d0_19850000ind
Plans Index D-1 Revetment (Special) Rock, Rubble without bedding stone Ditch Pavement (Rubble, Rock, Rubble, and Broken Concrete with bedding stone Ditch Pavement (Rubble Riprap) with bedding, Geotextile Type Description Standard Plans Index 400-291 Concrete Pavement Subdrainage 446-001 Joint, Pavement Ditch Pavement (Sand-Cement Riprap or Concrete) 524-001 Coarse Aggregate Wrap D-5 Separation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9850000ind.pdf?sfvrsn=fd3f7b50_15140100ind
stone Ditch Pavement (Rubble Riprap) without bedding stone 524-001 D-2 Revetment (Standard) Articulating Block Gabions 524-001 Rock, Rubble, and Broken Concrete with bedding stone Ditch Pavement, Concrete Pavement Subdrainage 446-001 Joint Cover for Mechanically Stabilized Earth Retaining Wall with Sand or Limerock Backfill D-4 Slope Pavement Ditch Pavement (Sand-Cement Riprap or Concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/5140100ind.pdf?sfvrsn=33781545_1