7443 search results for Pavement

Historical Item Averages Market Area 14

$420,345.00 84,069.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 0327 70 6 1 $6.84 $24,316.20 3,555.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 0334 1 13 1 $1,666.73 $10,000.38, 8.100 TN N MISCELLANEOUS ASPHALT PAVEMENT 0400 4 5 1 $5,500.00 $5,153,500.00 937.000 CY N CONCRETE, AND DRIVEWAYS, 6" THICK 0523 3 1 $547.00 $13,675.00 25.000 SY N PATTERNED PAVEMENT 0527 2 2 $54.69 $24,611.88

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-14.pdf?sfvrsn=798f3e42_6

Office of Design Bulletins/Memorandums

Crossings: Signing and Pavement Markings 2/12/21 OOD21-01 Office of Design Bulletin 21-01Projects

https://www.fdot.gov/design/bulletins/default.shtm

PublicHearing_ORANGE COUNTY_Summary

Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2026 2027 2028 2029 2030, BLOSSOM TRAIL TO ORANGE AVE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2026, COUNTY LINE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2026 2027 2028 2029 2030, WEST OF EASTROOK BLVD TO UNNAMED CANAL NEAR FORSYTH RD Type of Work: PAVEMENT ONLY RESURFACE (FLEX, STREET TO CLAY AVENUE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2026 2027

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_orange-county_summary0fb85bb3-ccca-488b-9f39-025fcf8ad257.pdf?sfvrsn=d93e95bb_2

PublicHearing_ORANGE COUNTY_Summary_2027_2031

TO CLAY AVENUE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029, CRYSTAL LAKE DR TO MILLS AVE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027, 452695-1 - SR 426 FROM W OF HARPER ST TO SR 527 Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase, YOUNG PARKWAY TO EDGEWATER DR Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source, Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029 2030 2031

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_orange-county_summary_2027_2031.pdf?sfvrsn=2874c3ea_1

44728715201-ESTIMATES-QUANTITIES

Painted Pavement Markings, Standard, White, Solid, 6 GM 3.5030 3.503 PHASE I 0710 11102 Painted Pavement Markings, Standard, White, Solid For Interchange And Urban Island, 8 GM 0.3840 0.384 PHASE II 0710 11123 Painted Pavement Markings, Standard, White, Solid For Crosswalk And Roundabout, 12 LF 1320.0 1320 PHASE I 0710 11124 Painted Pavement Markings, Standard, White, Solid For Diagonal Or Chevron, 18 LF 170.0 170 PHASE I 0710 11125 Painted Pavement Markings, Standard, White

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44728715201-estimates-quantities950b9a7b-bd7f-4a6a-bd61-f23a61af0b0d.pdf?sfvrsn=130c138a_1

Traffic Engineering Manual-Dec 2023

…………………………………………...….…..……...……..4-1-1 4.1.3 Signing…………………………………………..…….…..……...……..4-1-1 4.2 Pavement Word, Lane Use Arrow and “Only” Pavement Markings on Intersection Approaches……………………..…………………….…..……...……..4-2-3 4.2.3 Route Shield Pavement Markings………………….…..……...……..4-2-3 4.2.4 Route Shields for Interchange Access……...…….…..……...……..4-2-5 4.3 Use of Blue Raised Pavement Markers to Identify Fire, ……………………………..…………..….…..……...……..4-5-1 4.5.3 ‘Express’ and ‘Only’ Word Pavement Markings in Express

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/tem/tem-2024/traffic-engineering-manual-dec-2023.pdf?sfvrsn=a33268c8_4

DesignBuildSpecificationsjul05

. Theportionoftheroadbedimmediately below the base course or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement. The subgrade limits ordinarily include those portions of the roadbed shown, ] below the bottom of the base or pavement and outward to 6 inches [150 mm] beyond the base, pavement

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/july-2005/design-build/designbuildspecificationsjul05.pdf?sfvrsn=2c955363_0

DesignBuildSpecifications.JulDec

of these Specifications. Subgrade. Theportionoftheroadbedimmediately below the base course or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement. The subgrade, , the subgrade section extends to a depth of 12 inches [300 mm] below the bottom of the base or pavement and outward to 6 inches [150 mm] beyond the base, pavement, or curb and gutter. Page 9 of 106

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/july-2006/design-build/designbuildspecifications.juldec.pdf?sfvrsn=8d6ff7e1_0

2018FDM123EngDsnEstProc

, pay items for base and pavement work may be identified as the pavement design is completed; signal

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2018/2018fdm123engdsnestproc.pdf?sfvrsn=3a03a4be_4

2018FDM130SandS

Plans (2) Signing and Pavement Marking Plans (3) Signalization Plans (4) Intelligent, in the district’s Project File(s): (1) Specifications Package (2) Pavement Design Package (3) Typical

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2018/2018fdm130s-s.pdf?sfvrsn=476fc29_6

521-511IndReviewPkg2

(14'-0") 11/01/18 Roadway Pavement Shoulder or for Mortar Plug See Detail "A" Roadway Pavement, 2023-24 SHEET INDEX 3 2 521-511 CONCRETE BARRIER/NOISE WALL (14'-0") 11/01/18 Roadway Pavement, ") 11/01/23 Roadway Pavement Shoulder or for Mortar Plug See Detail "A" Roadway Pavement Shoulder, Roadway Pavement Shoulder or Required) (Const. Joint Top of Footing (See Note 3) Bars 5S2, " Shoulder or Roadway Pavement Footing Requirements See Index 521-513 for Architectural Bump Out

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/521-511indreviewpkg2.pdf?sfvrsn=d3c971c_1

RDM23-01

Pavement Design Engineers, District Consultant Project Management Engineers, District Structures Design, Assurance Administrator, State Pavement Design Engineer Phone (850) 414-4783

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/bulletins/rdm23-01.pdf?sfvrsn=1d3c9afa_1

2024FDM900NexGenPlans

surfaces for automated machine guidance (AMG) milling and pavement operations are anticipated, Slopes (e.g., pavement, shoulder surfaces, sidewalks, bridge decks) - as a decimal part of a foot

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm900nexgenplans.pdf?sfvrsn=9f7f15c5_1
20 of 7443 results
Top