4650 search results for pavement design
9320000-723FHWA
for Concrete Pavement and Concrete Structures. Dear Mr. Nguyen: We are submitting, for your approval, two, Construction Engineer 9320000 All Jobs NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT, Materials. 932-1.1 Preformed Joint Filler for Pavement and Structures: Preformed joint filler, to the requirements of Section 6. 932-1.2 Joint Sealer for Pavement and Structures: 932-1.2.1 General: This Specification covers joint sealer intended for use in sealing joints in asphaltic concrete pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9320000-723fhwa.pdf?sfvrsn=7a394107_23380502int
ADDED ASPHALT PAVEMENT. (REV 4-23-24) SUBARTICLE 338-5.2 is deleted and the following substituted: 338-5.2 Category 1 Pavement: For purposes of this Specification, Category 1 pavement is defined as mainline roadways, access roads and frontage roads with a design speed of 55 mph and greater. Threshold values and associated remedial work for Category 1 value added asphalt pavement, (1) Rutting: Rut depth to be determined by Laser Profiler in accordance with the Flexible Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/3380502int.pdf?sfvrsn=cfea30b8_1444321-1 LRE V-8P
Sum Project: N Design/Build: N Project Length: 1.719 MI Project Manager: NEM-AEH-PBB Version 8-P, Existing Roadway Pavement Width L/R 28.00 / 28.00 Structural Spread Rate 165 Friction Course Spread Rate 80 Widened Outside Pavement Width L/R 12.00 / 12.00 Widened Inside Pavement Width L/R 0.00, - TEMPORARY PAVEMENT 44,000.00 SY $34.55 $1,520,200.00 Pavement Marking Subcomponent Description Value Include Thermo/Tape/Other N Pavement Type Asphalt Solid Stripe No. of Paint Applications 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26118/444321-1-lre-v-8p.pdf?sfvrsn=4d8d36f_1SS2870000
. ConstructAsphaltTreatedPermeable Base (ATPB) and Outlet Pipe for use under concrete pavement, in accordance with the details shown in the plans and the Design Standards, Index No. 287. Meet the plant, and asphalt cement. Use a mix design verified by the Engineer. 287-3.2MixDesign:Submit a proposed mix design, before the scheduled start of production. Establish the design asphalt content within the range of 2.0 – 4.0%, by weight of total mixture. During the mix design process, the Engineer may adjust
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss2870000.pdf?sfvrsn=484ff839_0SS2870000
. ConstructAsphaltTreatedPermeable Base (ATPB) and Outlet Pipe for use under concrete pavement, in accordance with the details shown in the plans and the Design Standards, Index No. 287. Meet the plant, and asphalt cement. Use a mix design verified by the Engineer. 287-3.2MixDesign:Submit a proposed mix design, before the scheduled start of production. Establish the design asphalt content within the range of 2.0 – 4.0%, by weight of total mixture. During the mix design process, the Engineer may adjust
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss287000057921505ee9945cd87d34d709252b7b3.pdf?sfvrsn=66cec863_043498615201 Plans Rigid Pavt MP13.988-14.472_PhaseIV
/rddesign/DesignStandards/Standards.shtm and applicable Design Standards Revisions (DSRs) at the following website: Florida Department of Transportation, FY 2017-18 Design Standards eBook (DSeB, PLANS SIGNALIZATION PLANS SIGNING AND PAVEMENT MARKING PLANS ROADWAY PLANS T H E O F F I C, , P.E. FDOT PROJECT MANAGER: INDEX OF ROADWAY PLANS GOVERNING DESIGN STANDARDS: GOVERNING, / ADVANCE WARNING ARROW PANEL ED 866.000 866.000 0102- 78- TEMPORARY RETROREFLECTIVE PAVEMENT MARKER EA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25122/43498615201-plans-rigid-pavt-mp13-988-14-472_phaseiv.pdf?sfvrsn=196639c_13470201.origind
/Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design sta ĨĨ conta ĐƚĞĚ;ŶĂŵĞͿ : Structures Design staff contacted (name): Will the proposed revision involve PPM changes? Yes No Roadway Design staff contacted (name, necessitate any of the following: Design Bulletin Construction Bulletin Estimates Bulletin Are all, .................................Section 929 *Recycled Asphalt Pavement (RAP) may replace up to 20
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/3470201.origind.pdf?sfvrsn=db9edf9f_0SP3460902SL
design mix for water to cementitious materials ratio, air content, temperature, slump, is used for the same mix design, describe the method of sampling, testing and LOT numbering in the QC Plan. The Engineer will randomly verify one of every eight consecutive LOTs of each design mix, Class Concrete Maximum LOT Size I one day’s production I (Pavement) 250 lane ft, or one day’s, : When ten consecutive strength test results from the same mix design for a Class IV or higher
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp3460902sl.pdf?sfvrsn=cbc59429_0SP3460902SL
design mix for water to cementitious materials ratio, air content, temperature, slump, is used for the same mix design, describe the method of sampling, testing and LOT numbering in the QC Plan. The Engineer will randomly verify one of every eight consecutive LOTs of each design mix, Class Concrete Maximum LOT Size I one day’s production I (Pavement) 250 lane ft, or one day’s, : When ten consecutive strength test results from the same mix design for a Class IV or higher
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp3460902sl.pdf?sfvrsn=fde3924d_0SP3460902SL
design mix for water to cementitious materials ratio, air content, temperature, slump, is used for the same mix design, describe the method of sampling, testing and LOT numbering in the QC Plan. The Engineer will randomly verify one of every eight consecutive LOTs of each design mix, Class Concrete Maximum LOT Size I one day’s production I (Pavement) 250 lane ft, or one day’s, Tests: When ten consecutive strength test results from the same mix design for a Class IV or higher
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp3460902sl.pdf?sfvrsn=d3727a5d_0SP3460902SL
Frequency for Quality Control Tests: As a minimum, sample and test concrete of each design mix for water, mix design, describe the method of sampling, testing and LOT numbering in the QC Plan. The Engineer will randomly verify one of every eight consecutive LOTs of each design mix based on a random number, LOT Size I one day’s production I (Pavement) 250 lane ft, or one day’s production, whichever, consecutive strength test results from the same mix design for a Class IV or higher class of concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/sp3460902sl.pdf?sfvrsn=c62a9d04_09710605.FHWA
by Chester Henson of the State Roadway Design Office to add a specification for the black material, Builders' Assoc. StateConstructionEngineer 9710605.D01 All Jobs PAVEMENT MARKING MATERIALS, Retroreflectivity: The white pavement markings other than crosswalks and bicycle markings shall attain, attain initial retroreflectivity of not less than 275 mcd/lx·m 2 . Black pavement markings mustshall have a retroreflectance of less than 5 mcd/lx m 2 . The retroreflectance of the white pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9710605.fhwa.pdf?sfvrsn=17b9a12e_0SS9930000
s . T h e marker posts shall be of steel or aluminum as shown in the Design Standards or plans, e l i n e a t o r s h a l l h a v e a minimum height of 48 inches above the pavement surface, after impact. Guardrail reflectors shall be designed for mounting to the web of steel posts or designed for mounting to wood posts. Barrier wall reflectors shall be designed for mounting to the top
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss993000069b0e14d25904459b44ff63d20b05336.pdf?sfvrsn=afdeec31_0SS9930000
s . T h e marker posts shall be of steel or aluminum as shown in the Design Standards or plans, e l i n e a t o r s h a l l h a v e a minimum height of 48 inches above the pavement surface, after impact. Guardrail reflectors shall be designed for mounting to the web of steel posts or designed for mounting to wood posts. Barrier wall reflectors shall be designed for mounting to the top
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss9930000.pdf?sfvrsn=41d7687e_045403215201-ESTIMATES-QUANTITIES
and quantities in Designer Interface for AASHTOWare Project Preconstruction™. Seal Graphic Financial, Item Number Pay Item Description Units of Measure P F P F Design Notes Construction Remarks, . Phase Design Notes Construction Remarks 0102 1 Maintenance of Traffic LS/DA 100 1.0 1 100 Days, ED 2 100 200 228 I ED 2 14 28 I 14 Days prior to construction 0710 11 123 Painted Pavement Markings, Standard, White, Solid, 12" Wide LF 273.0 273 I 0710 11 125 Painted Pavement Markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25127/45403215201-estimates-quantities.pdf?sfvrsn=3c789c8e_1FSTMs By Number
and Flexible Pavement Components PDF-441KB FM 1-T 238 Density of Soils and Bituminous, PDF-100KB FM 5-509 Measurement of Pavement Smoothness with the 15-Foot Rolling and Manual, Surfaces PDF-9KB FM 5-520 Laboratory Design of Soil-Cement Mixtures, 5-526 Dynamic Pavement Deflection Measurements PDF-140KB FM 5-527, PDF-13KB FM 5-541 Field Evaluation of Pavement Marking Materials PDF-682KB
https://www.fdot.gov/materials/administration/resources/library/publications/fstm/bynumber.shtmFSTMs By Test Type
of Anti-Strip Additives PDF-99.54KB FM 5-509 Measurement of Pavement Smoothness with the 15-foot, Asphalt Pavement Layers PDF-278KB FM 5-624 Re-emulsification of Asphalt Emulsions PDF-393KB Concrete FM, with Concrete by Slant Shear PDF-35KB FM 5-596 Probing Concrete Pavement for Thickness Determination PDF-170KB FM 5-602 Testing Specimens of Concrete Pavement Joint Sealant for Adhesive Strength PDF-313KB, PDF-18.9KB FM 5-515 Limerock Bearing Ratio PDF-1.6MB FM 5-520 Laboratory Design of Soil-Cement Mixtures
https://www.fdot.gov/materials/administration/resources/library/publications/fstm/bytesttype.shtm2024ExhibitsPart2
L = WS 2 60 FOR DESIGN SPEEDS ≤ 40 mph FOR DESIGN SPEEDS ≥ 45 mph L = WS S = DESIGN SPEED, FOR DESIGN SPEEDS ≤ 40 mph FOR DESIGN SPEEDS ≥ 45 mph L = WS S = DESIGN SPEED, mph W = WIDTH OF LATERAL TRANSITION, FEET WHERE: L = LENGTH OF TAPER, FEET L = WS 2 60 FOR DESIGN SPEEDS ≤ 40 mph FOR DESIGN SPEEDS ≥ 45 mph L = WS S = DESIGN SPEED, mph W = WIDTH OF LATERAL TRANSITION, FEET WHERE: L = LENGTH OF TAPER, FEET superelevation. in normal crown may be used with design speeds
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024exhibitspart2.pdf?sfvrsn=b9313ce8_16110203.origind
posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): S tructures Design staff contacted (name): W i l l t h e p r o posed revision involve PPM changes? Yes No Roadway Design staff contacted (name): W i l l t h e p r o posed revision involve CPAM, s r evision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, representative and, when applicable, a representative of the agency designated to accept
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/6110203.origind.pdf?sfvrsn=b4e0a63f_0MD00900LS
dimensions actually constructed within the limits designated by the Engineer; or the final dimensions, Documents or designated by the Engineer. The Engineer will use the method or combination of methods, estimate. Forallasphalt concrete, the number of gallons [liters] will be determined assuming a mix design, the design thickness or spread rate specified in the Contract Documents. The weight of the mixture, for asphalt, the conversion of design thickness to target spread rate will be established
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/md00900ls.pdf?sfvrsn=d7e8e139_0