7243 search results for Pavement
7450000SP
to outline the perimeter of the loop on the pavement and routes for lead-in cables. Do not allow the saw cut in the pavement to deviate by more than 1 inch [25 mm] from the chalked line. Ensure that all saw, , until they are within 12 inches [300 mm] of the edge of pavement or curb, at which point they may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/7450000sp.pdf?sfvrsn=c60294ee_0SP7450000
equivalent method to outline the perimeter of the loop on the pavement and routes for lead-in cables. Do not allow the saw cut in the pavement to deviate by more than 1 inch from the chalked line, of pavement or curb, at which point they may be placed closer together. Provideaminimum of 3 feet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp7450000.pdf?sfvrsn=fba546fc_09320103.FHWA
0 3 N o n m e t a l l i c Accessory Materials for Concrete Pavement and Concrete Structures. Dear, MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV 2-454-3-15) SUBARTICLE 932-1.3.2, ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV 4-3-15) SUBARTICLE 932-1.3.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9320103.fhwa.pdf?sfvrsn=e4f4a72c_0SP7450000
equivalent method to outline the perimeter of the loop on the pavement and routes for lead-in cables. Do not allow the saw cut in the pavement to deviate by more than 1 inch from the chalked line, of pavement or curb, at which point they may be placed closer together. Provideaminimum of 3 feet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/sp7450000.pdf?sfvrsn=81d6d75c_03000200.origind
Type Underlying Pavement Surface Target Tack Rate (gal/yd 2 Base Course, Structural Course, Dense, or Oxidized and Cracked Pavement 0.06 Concrete Pavement 0.08 Open Graded Friction Course Newly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/3000200.origind.pdf?sfvrsn=b27de183_05460000.origind
and a smooth interior finish without snagging or tearing the finished pavement. Before opening, . 5460000 All Jobs Restore any pavement to the satisfaction of the Engineer at no additional cost, thermoplastic pavement markings in accordance with Section 711 over the top of the rumble strip
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/5460000.origind.pdf?sfvrsn=cef1e947_06110203.origind
legibility. Signing and pavement marking plan sheets may be used instead of signalization plan sheets, in or under pavement. 611-2.3.2.3 Pull Boxes: Label unused and out of service pull boxes clearly. Show, with respect to the pavement markings on the as-built plans. Each signal head shall be identified by its
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/6110203.origind.pdf?sfvrsn=4cff99e4_0SP7450000
of the loop on the pavement and routes for lead-in cables. Do not allow the saw cut in the pavement, or loop, until they are within 12 inches of the edge of pavement or curb, at which point they may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp7450000.pdf?sfvrsn=a5e6e413_0SP7450000
of the loop on the pavement and routes for lead-in cables. Do not allow the saw cut in the pavement, or loop, until they are within 12 inches of the edge of pavement or curb, at which point they may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp7450000.pdf?sfvrsn=eeb597a9_0SP7450000
: Use a chalk line or equivalent method to outline the perimeter of the loop on the pavement and routes for lead-in cables. Do not allow the saw cut in the pavement to deviate by more than 1 inch from, pair lead or loop, until they are within 12 inches of the edge of pavement or curb, at which point
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp7450000.pdf?sfvrsn=4c5627ba_0TP-06-10-25FuelAllocation
4,423.100 0.000 11,947.235 0339- 1- TN MISCELLANEOUS ASPHALT PAVEMENT 0.0000 2.4685 488.600 0.000, ASPHALT PAVEMENT 0.0000 2.4685 1,124.600 0.000 2,776.075 41821455201 JOB TOTAL: 0.000 241,666.440, PAVEMENT 0.0000 2.4685 60.000 0.000 148.110 45496115201 JOB TOTAL: 0.000 426.919 (*) Indicates lead
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jun10/tp-06-10-25fuelallocation.pdf?sfvrsn=d399d19a_2E3X88BidTab
this project include sidewalk replacement, curb and gutter, signing and pavement markings, signalization, sidewalk replacement, curb and gutter, signing and pavement markings, signalization, and other, EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 207.000 SY 27.91000 5,777.37 20.00000 4,140.00 0120 0327 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 74,857.000 SY 3.50000 261,999.50 4.00000 299,428.00 0125 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 13,539.000 SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2025/may08/e3x88bidtab.pdf?sfvrsn=519f834_1Standard Plans - FY 2023-24 Errata
Corrected Sheet reference in the CR-A detail. 524-001 1 of 3 12/14/2023 Ditch Pavement and Sodding, Typical Placement of Raised Pavement Markings Updated RPM's on Wrong-Way Arrow. 711-002 1 of 2, Construction 400-090 1 of 2 01/10/2023 Approach Slabs (30 FT.) (Flexible Pavement Approaches
https://www.fdot.gov/design/standardplans/2024/Errata.shtm44787815201-ESTIMATES-QUANTITIES
DETOUR MLK BLVD. / SHADY OAKS AVE CLOSURES 0706 1 3 RAISED PAVEMENT MARKER, TYPE B EA 1213 1213 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 1.0200 1.020 0710 11102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE AND URBAN ISLAND, 8" GM 0.2280 0.228 0710 11123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" LF 582.0 582 0710 11124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR DIAGONAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44787815201-estimates-quantities.pdf?sfvrsn=8af24720_1F9105BidQandA1
decking below the roof panel Question: On Page G-003. What is the demolition limit for pavement outside, . Could you provide the elevation information for the building pad and the existing pavement so we can determine the height difference between the outside edge of the slab and the existing pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/fco/f9105/f9105bidqanda1.pdf?sfvrsn=d9644d09_1000-511
vertical curves at all angular profile breaks of the pavement across the gutter on the high side. 2, Inside Travel Lane Inside Lane Line Inside Median Edge Pavement ¡ Construction Outside Median Edge Pavement Outside Lane Line Outside Travel Lane To Curve Center Inside And Outside Are Relative T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/000-511.pdf?sfvrsn=4ecfe7c3_1RAbbrevations
E.P. or EOP Edge Of Pavement ITS Intelligent Transportation Systems AWG American Wire Gauge EA or Ea, ----------------- U ----------------- No. Number RPM Raised Pavement Markers UL Underwriters Laboratories, Wire Reinforcing Pavt. Pavement Spec. Specification ----------------- Y ----------------- PBR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/rabbrevations.pdf?sfvrsn=a49b622_1BTOC
Instrumentation 400-090 Approach Slabs (Flexible Pavement Approaches) 455-012 12'' Square Prestressed Concrete Pile 400-091 Approach Slabs (Rigid Pavement Approaches) 455-014 14'' Square Prestressed Concrete, Vertical Profiles 462-002 Post-Tensioning Anchorage Protection Signing, Pavement Markings and Lighting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/btoc.pdf?sfvrsn=28d205ee_1PublicHearing_FLAGLER COUNTY_Summary
LOCATIONS) Type of Work: FLEXIBLE PAVEMENT RECONSTRUCT. Phase Funding Source 2026 2027 2028 2029 2030, 452643-1 $22,537,559 454194-1 - SR 5/US 1 FROM HIBISCUS AVE TO RIDGEWOOD AVE Type of Work: PAVEMENT, PAVEMENT EXTENSION Type of Work: AVIATION PRESERVATION PROJECT Phase Funding Source 2026 2027 2028 2029
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_flagler-county_summaryfae58c14-503c-4d0a-8e4a-c28d4cd487b1.pdf?sfvrsn=a86d6be5_2Desoto Draft Tentative WP_FY27-31
: FLEXIBLE PAVEMENT RECONSTRUCT. Phase Funding Source 2027 2028 2029 2030 2031 Right of Way Federal, OF SE APACHE DR TO SR 70 Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027, - SR 72 FROM W OF SW RODGERS AVE TO E OF CR 661 Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/district-1-dtwp-fy-27-31/desoto-draft-tentative-wp_fy27-31.pdf?sfvrsn=ae6c7d51_1