7243 search results for Pavement
RStructures
e s 2'-0" 8" 8" 3'-4" 1'-4" Edge of Pavement 5'-0" Sidewalk Joint (Typ.) 5'-0" Sidewalk
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/ser/rstructures.pdf?sfvrsn=9c032eac_5RStructures
" Edge of Pavement 5'-0" Sidewalk Joint (Typ.) 5'-0" Sidewalk Joint (Typ.) Joints 4'-5" 3'-1" 7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/ser/rstructures.pdf?sfvrsn=5dbf05d2_1Ad 26112 STAGE 2 ScopeOfServices_452826-1 SR 865
]: Define Stage 1 Scope Page A-4 FPID: 452826-1-32-01 o 7.1 - Signing, Pavement Marking, the project limits. Signalization, signing and pavement markings are also included, 4.495 to the end of the project at MP 4.778. Pavement Designs: Number of Pavement Designs: [Number] The FDOT is to perform the Pavement Coring Report and provide ESAL calculations as well as Resilient Modulus values for further analysis. Prepare the Pavement Design for milling and resurfacing using
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26112/ad-26112-stage-2-scopeofservices_452826-1-sr-865.pdf?sfvrsn=5dbecd6c_16950000-724FHWA
or equivalent method to outline the perimeter of the sensor on the pavement and routes for lead-in cables. Do not allow the saw cut in the pavement to deviate more than 1.0 inch from the chalk line. Ensure, the frame. Install a temperature sensor in the roadway or paved shoulder to monitor pavement temperature, to monitor pavement temperature to compensate for temperature variation. Install piezoelectric, a slot into the pavement perpendicular to the flow of traffic, equal to the length of the sensor plus
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/6950000-724fhwa.pdf?sfvrsn=5ea613c7_144927615201-PLANS-02-SIGNINGMARKING
CONTRACT PLANS COMPONENTS SIGNING AND PAVEMENT MARKING ROADWAY GOVERNING STANDARD, and GUIDE SIGN WORKSHEET SIGNING AND PAVEMENT MARKINGS PLANS GENERAL NOTES KEY SHEET SHEET, MANAGER: PAVEMENT MARKING PLANS INDEX OF SIGNING AND ENGINEER OF RECORD: PAVEMENT MARKING PLANS, 1 . d g n SIGNING AND PAVEMENT MARKING PLANS FINANCIAL PROJECT ID 449276-1-52-01 POLK, IN AREAS APPROVED BY THE ENGINEER ================================== SIGNING AND PAVEMENT MARKING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25136/44927615201-plans-02-signingmarking.pdf?sfvrsn=49658f23_11-11DBBoilerplate-2-7-11
. 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, the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb and gutter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/design-build/1-11dbboilerplate-2-7-11.pdf?sfvrsn=deab8fa8_0Design Build BoilerPlate FY 2023-24 REV 6-20-23
. The portion of the roadbed immediately below the base course or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement. The subgrade limits ordinarily include, to a depth of 12 inches below the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb and gutter. Substructure. All of that part of a bridge structure below, not guarantee the details pertaining to borings and pavement cores, as shown on the Contract
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/design-build/design-build-boilerplate-fy-2023-24-rev-6-20-23.pdf?sfvrsn=26450382_3Design Build BoilerPlate FY 2023-24 REV6 10-10-23cln
. The portion of the roadbed immediately below the base course or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement. The subgrade limits ordinarily include, to a depth of 12 inches below the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb and gutter. Substructure. All of that part of a bridge structure below, does not guarantee the details pertaining to borings and pavement cores, as shown on the Contract
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/design-build/design-build-boilerplate-fy-2023-24-rev6-10-10-23cln.pdf?sfvrsn=586aca72_22025-26 DB Boilerplate
or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement, in the Plans, the subgrade section extends to a depth of 12 inches below the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb and gutter. Substructure. All, not guarantee the details pertaining to borings and pavement cores, as shown on the Contract Documents, and pavement core data, where available, and make their own interpretation of the subsoil investigations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/design-build/2025-26-db-boilerplatecln.docx?sfvrsn=fc0bc2bc_5FY 2024-25 Design Build BoilerPlateREV4
of these Specifications. Subgrade. The portion of the roadbed immediately below the base course or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement. The subgrade limits, , the subgrade section extends to a depth of 12 inches below the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb and gutter. Substructure. All of that part, pertaining to borings and pavement cores, as shown on the Contract Documents, to be more than
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/design-build/fy-2024-25-design-build-boilerplaterev4.docx?sfvrsn=1ff879ff_3FY 2024-25 Design Build BoilerPlate
of these Specifications. Subgrade. The portion of the roadbed immediately 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 below the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb and gutter. Substructure. All of that part, the details pertaining to borings and pavement cores, as shown on the Contract Documents, to be more than
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/design-build/fy-2024-25-design-build-boilerplate.docx?sfvrsn=bc9dde58_32026-27 DB Boilerplate
of the roadbed immediately 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, below the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb, as necessary. The Department does not guarantee the details pertaining to borings and pavement cores, . The Bidder shall examine boring and pavement core data, where available, and make their own
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/design-build/2026-27-db-boilerplate.docx?sfvrsn=bfc48394_244927615201-PLANS-01-ROADWAY (1)
/2p95mtra SIGNING AND PAVEMENT MARKING ROADWAY EXISTING PLANS BX-1 - BX-18 EXISTING BRIDGE PLANS, (TRAFFIC E) (2") (PG 76-22) MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (2.75") 8' 8' SHLDR SHLDR, 76-22) 2 1 FRICTION COURSE FC-12.5 (TRAFFIC E) (1 " DEPTH) 2 1 MILL EXISTING ASPHALT PAVEMENT, AT NO ADDITIONAL BASE WIDENING STRIP MAY BE PAVEMENT WIDTH. A UNIFORM WIDTH MAY VARY DUE TO ACTUAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25136/44927615201-plans-01-roadway-(1).pdf?sfvrsn=cf1e128b_1StandardPlansFY2022-23eBooke
Edge Of Pavement ITS Intelligent Transportation Systems Auxil. Auxiliary EA or Ea. Each, Steel ----------------- U ----------------- NHW Normal High Water RPM Raised Pavement Markers UL, ----------------- Pavt. Pavement sq Square Yd. Yard PBR Pedestrian/Bicycle Railing Sq. Ft., SF, sf or S.F., Miscellaneous Bituminous Treatments, Surface Courses, and Concrete Pavement 000-510Superelevation Transitions - High Speed Roadways Concrete Pavement 000-511Superelevation Transitions - Low Speed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2023/standardplansfy2022-23ebooke.pdf?sfvrsn=7c04dff0_344586715201-specs-(9)
SEPARATOR. .................. 32 THERMOPLASTIC PAVEMENT MARKINGS, the details pertaining to borings and pavement cores, as shown in the Contract Documents, to be more than, of the work, approximately at the locations indicated. The Bidder shall examine boring and pavement core, improvements, signal improvements, lighting, and signing and pavement markings on northbound
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/guidance/44586715201-specs-(9).pdf?sfvrsn=24e59745_1521-002
(Excluding Bars 5U & 8T) Concrete Qty. = 0.16 CY/FT (Above Gutter Line) or Fill Pavement Shoulder or Fill Pavement Shoulder or Fill Pavement Shoulder 2. FOOTING OPTIONS: See Sheet 6, e r V a r i e s C o v e r V a r i e s or Fill Pavement Shoulder or Fill Pavement Shoulder or Fill Pavement Shoulder or Fill Pavement Shoulder 2. FOOTING OPTIONS: See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/521-002.pdf?sfvrsn=f26aa02f_12024-25-UpdateTraining
Redlined Sheet 1: Diagonal Pavement Markings • Deleted Diagonal Pavement Marking • Interchange, : Diagonal Pavement Markings • Updated Sheet 1 Clip and insert Standard Plans Index Sheet or Drawings, Pavement Subdrainage 14)Index 455-400 – Precast Concrete Sheet Pile Wall (C-I-P) 15)Index 455-440 – Precast Concrete Sheet Pile Wall (CFRP/GFRP & HSSS/GFRP) 16)Index 524-001 – Ditch Pavement, • Revised Note 5: Shoulder Rocking or Minor Grade Separations • Pavement surface elevation may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/training/2024-25-updatetraining.pdf?sfvrsn=f8d70a6c_1E51F2BidTabs
, curb and gutters, sidewalk, signalization, signing and pavement markings, and other incidental, 106.65000 36,794.25 112.00000 38,640.00 0100 0327 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG, 0140 0710 11123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" 468.000 LF 0.80000 374.40 2.88000 1,347.84 3.00000 1,404.00 0145 0710 11125 PAINTED PAVEMENT, 0165 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 97.000 EA 6.00000 582.00 5.75000 557.75 7.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/apr02/e51f2bidtabs.pdf?sfvrsn=b13d1bbf_1TP-05-21-24BSN
(43716965201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (43716965201) LS 1.000 0102- 14, BOARD / ADVANCE WARNING ARROW PANEL ED 32.000 0102- 78- 1 TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT, 0285-711- OPTIONAL BASE, BASE GROUP 11 SY 879.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 16,801.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 565.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 16,012.000 0327- 70- 22 MILLING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/may21/tp-05-21-24bsn.pdf?sfvrsn=1798dbf0_1E8U76
, signing, pavement markings, drainage, signalization and Intelligent Transportation System (ITS, PAVEMENT,NON REINFORCED, 4" SY 1,172.000 0530- 3- 3 RIPRAP- RUBBLE, BANK AND SHORE TN 1,605.800 0530- 4, PAVEMENT (40614355201) LS 1.000 0102- 14- TRAFFIC CONTROL OFFICER HR 2,200.000 0102- 30- TEMPORARY, EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 102,912.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1, FRICTION COURSE,TRAFFIC E, FC-12.5, PG 76- 22 TN 4,177.500 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/jun21/e8u76.pdf?sfvrsn=4c689124_1