7243 search results for Pavement

1-MPOAC-Staff-Directors-Power-Point-June-07-2018

• FDOT Set Bridge, Pavement and System Performance Targets: May 18 • Planning Rule Effective, As They Apply to FDOT » Safety Measures (PM1) » Bridge Measures (PM2) » Pavement Measures (PM2) » Asset, • Pavement Measures ‐ Computation for determining Significant Progress – April 2018 • Average, • TAMP – required by Asset Rule 23 CFR 515 • Pavement/Bridge Measures and Targets – PM2 Rule – 23, Management Plan (TAMP) Clarifications • FDOT has chosen to only include pavement and bridges

PublicHearing_BREVARD COUNTY_Summary_2025-2029

of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2025 2026 2027 2028 2029 Preliminary, : PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2025 2026 2027 2028 2029 Construction State, : PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2025 2026 2027 2028 2029 Construction State, : PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2025 2026 2027 2028 2029 Construction State, of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2025 2026 2027 2028 2029 Construction

E1X04Addendum006

the Pavement Design Memo (A15), Typical Section Package (A20), and Concept Plans (A21), the Concept Plans, Price Proposal or if further investigation is needed. In cases of discrepancy among the Pavement, PRAIRIE CREEK PLANS State Proj 17075-3403_SR 93_[I_75] 2012261__M.P. 8.5_M.P. 11.6 A15 - Pavement design 452356-1 Pavement Design Memo 452357-1 Pavement Design Memo A16 - Design exceptions, the I-75 bridge. The proposed Toledo Blade Blvd. typical section will repurpose the pavement width

452784-1_ESAL

41 County: Sarasota Type of Work: Pavement Resurfacing From MP: 15.230 - 17.208 Per your request, Sarasota 17020000 Pavement Resurfacing 3 A: Interpolation B: Enter Growth Rate A C: Enter All, ) FLEXIBLE PAVEMENT RIGID PAVEMENT SN = 5/THICK SN = 12/THICK 1.050 1.600 0.900 1.270 0.960 1.350 0.890 X 1.220 (1) Equivalency Factors are based on Updated Pavement Damage Factors Memorandum, Equivalent Single Axle Loads (ESAL's) to be used for pavement design on this project. I hereby

1. FY 25-26 CAP Presentation Slides (PDF)

• Pavement cores need 90-day turnaround • Positive float belongs to the department Project, pavement – Signing and pavement marking – Signal replacement – Survey – Utility, and pavement marking – Survey – Utility coordination – SUE • Issues & Concerns, Department of Transportation • Scope Includes – 3R Milling & Resurfacing – Signing & Pavement, • Scope will include – Concrete Reconstruction – Signing and pavement markings – Survey

1-MPOAC-Staff-Directors-Power-Point-June-07-2018_2

• FDOT Set Bridge, Pavement and System Performance Targets: May 18 • Planning Rule Effective, As They Apply to FDOT » Safety Measures (PM1) » Bridge Measures (PM2) » Pavement Measures (PM2) » Asset, • Pavement Measures ‐ Computation for determining Significant Progress – April 2018 • Average, • TAMP – required by Asset Rule 23 CFR 515 • Pavement/Bridge Measures and Targets – PM2 Rule – 23, Management Plan (TAMP) Clarifications • FDOT has chosen to only include pavement and bridges

D005011m.do

substituted: ‘3. Concrete inlet pavement and sodding shall be in accordance with the sections, a yment For Pavement’ – Notations deleted and the following notations substituted: Cost Of The Flexible Pavement Under The Option II Separator Included In The Cost Of The Separator. Index No.305, . Asph. Pave. In Absence of Other Pavt.’ – Notation and outline of pavement deleted. Index No. 436, WITH SHOULDER GUTTER’ and ‘DECELARATION LANE WITH SHOULDER GUTTER’ – Shoulder pavement width 1.2 deleted

D005011m.do

substituted: ‘3. Concrete inlet pavement and sodding shall be in accordance with the sections, a yment For Pavement’ – Notations deleted and the following notations substituted: Cost Of The Flexible Pavement Under The Option II Separator Included In The Cost Of The Separator. Index No.305, . Asph. Pave. In Absence of Other Pavt.’ – Notation and outline of pavement deleted. Index No. 436, WITH SHOULDER GUTTER’ and ‘DECELARATION LANE WITH SHOULDER GUTTER’ – Shoulder pavement width 1.2 deleted

2022 BOE Manual

, Superpave, Friction Courses 349 Ultra High Performance Concrete 350-353 Concrete Pavement 400 Concrete, Patterned/Textured Pavement 530 Riprap 534 Sound Barriers 536-538 Guardrail 550 Fencing 560-561 Coating, ’s 709-714 Pavement Markings: Paint, Thermo, Tape 715 Lighting: Poles, Conduit (see also 630

1-07DesignBuildBoilerplate.newA

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 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

1-08DesignBuildBoilerplate

or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement, or pavement and outward to 6 inches beyond the base, pavement, or curb and gutter. Substructure

1-09DesignBuildBoilerplate

. 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, the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb

7-07DesignBuildBoilerplate

or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement, or pavement and outward to 6 inches beyond the base, pavement, or curb and gutter. Substructure

7-08DesignBuildBoilerplate

. 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, the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb

7-09DesignBuildBoilerplate

. 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, the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb

7-10DesignBuildBoilerplate

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, of the base or pavement and outward to 6 inches beyond the base, pavement, or curb and gutter

SFH2024

RStructures

44927615201-PLANS-01-ROADWAY

://tinyurl.com/2p95mtra SIGNING AND PAVEMENT MARKING ROADWAY EXISTING PLANS BX-1 - BX-18 EXISTING BRIDGE, PAVEMENT FOR DEPTH (2.75") 8' 8' SHLDR SHLDR SHOULDER 10' 10' SHOULDER NATURAL GROUND MILLING, PAVEMENT FOR SLOPE (1 ") (PG 76-22) 4 3 FRICTION COURSE FC-5 ( TYPE SP STRUCTURAL COURSE

2024FDM260BridgeStruct

, miscellaneous asphalt within the median area and from the paved shoulder to the bridge slope pavement should be placed. This pavement will provide additional safety, enhance drainage, reduce maintenance, as practical due to the potential impact to the work program. Pavement resurfacing funds can only be used