7241 search results for Pavement

20250514_452910-1_SR 15-600 (US-17-92)_75030

: Crack Depth of "B" indicates full depth crack to the base. EOP = Edge of Pavement Note: * = Asphalt, ; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack Types: A= Alligator; Bl, Pavement Layer (in.) Base Crack Pavt Cond. Orange Highway Sect. No: 75030 From: Lee Road SR 15/600, of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET FPN 452910-1 Cored By: Ardaman & Associates Date, full depth crack to the base. EOP = Edge of Pavement Note: * = Asphalt layer was in multiple sections

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/75/20250514_452910-1_sr-15-600-(us-17-92)_75030.pdf?sfvrsn=8500c39e_1

FDOTTrafficPlans-Ch06PavementMarking

 6 PAVEMENT MARKING PLANS OBJECTIVE The objective of this chapter is to create Proposed Pavement Marking Features using the Design and Computation (D&C) Manager, FDOT Menu and GEOPAK tools. INTRODUCTION This section introduces several applications that help to create a Pavement Marking set, , formulas and pay items needed to meet the FDOT standards. · Pavement Marking Program A set of tools within the Design & Computation (D&C) Manager used to draw in pavement markings in accordance

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/fdottrafficplans-ch06pavementmarking_11f3599a-d01b-4d43-8260-e63cf4285fef.pdf?sfvrsn=8d9d44a7_0

FDOTTrafficPlans-Ch06PavementMarking

 6 PAVEMENT MARKING PLANS OBJECTIVE The objective of this chapter is to create Proposed Pavement Marking Features using the Design and Computation (D&C) Manager, FDOT Menu and GEOPAK tools. INTRODUCTION This section introduces several applications that help to create a Pavement Marking set, , formulas and pay items needed to meet the FDOT standards. · Pavement Marking Program A set of tools within the Design & Computation (D&C) Manager used to draw in pavement markings in accordance

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/fdottrafficplans-ch06pavementmarking.pdf?sfvrsn=1fbd5560_2

FDOTTrafficPlans-Ch06PavementMarking260711133

 6 PAVEMENT MARKING PLANS OBJECTIVE The objective of this chapter is to create Proposed Pavement Marking Features using the Design and Computation (D&C) Manager, FDOT Menu and GEOPAK tools. INTRODUCTION This section introduces several applications that help to create a Pavement Marking set, , formulas and pay items needed to meet the FDOT standards. · Pavement Marking Program A set of tools within the Design & Computation (D&C) Manager used to draw in pavement markings in accordance

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/fdottrafficplans-ch06pavementmarking260711133.pdf?sfvrsn=70cb16a8_2

718eBook_SS_DLH

............................................................................................. 209 175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 229 283 Reclaimed Asphalt Pavement Base, ................................................................................................. 250 BITUMINOUS TREATMENTS, SURFACE COURSES, AND CONCRETE PAVEMENT, ............................................ 256 327 Milling of Existing Asphalt Pavement, ...................................................................... 301 338 Value Added Asphalt Pavement

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/ebook/718ebook_ss_dlh.pdf?sfvrsn=916919d6_0

718eBook

............................................................................................. 209 175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 229 283 Reclaimed Asphalt Pavement Base, ................................................................................................. 250 BITUMINOUS TREATMENTS, SURFACE COURSES, AND CONCRETE PAVEMENT, ............................................ 256 327 Milling of Existing Asphalt Pavement, ...................................................................... 301 338 Value Added Asphalt Pavement

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/ebook/718ebook.pdf?sfvrsn=23db8518_0

1-20RedlneBook

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 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/2020/january-2020/ebook/1-20redlnebook.pdf?sfvrsn=a91c2eae_6

D3-07-11-24BSN

Signing 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 7,388.000 0918-712-100 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, WHITE, SOLID 6" GM 6.996 0918-712-110 INTEGRATED MULTI-POLYMER PAVEMENT, , drainage, signing, pavement markings, and maintenance of traffic. PREQUALIFICATION IS REQUIRED, MATERIALS SY 2,029.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 46,407.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 133,973.000 0334- 1- 53 SUPERPAVE

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/jul11/d3-07-11-24bsn.pdf?sfvrsn=e50fdbe3_1

718eBookRedline

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/2018/july-2018/ebook/718ebookredline0284d6da3b0741cdbc2bf8487dc0f18b.pdf?sfvrsn=7f89920c_0

E6O82BidTabs

0327 70 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 2,000.000 SY 20.00000 40,000.00 24.70000 49,400.00 50.00000 100,000.00 0090 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG, PAVEMENT 10.000 TN 2,500.00000 25,000.00 1,700.00000 17,000.00 1,500.00000 15,000.00 0115 0425 6, 20.00000 6,000.00 0160 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 1.000 GM 4,000.00000 4,000.00 5,280.00000 5,280.00 4,000.00000 4,000.00 0165 0710 11102 PAINTED PAVEMENT

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2024/mar28/e6o82bidtabs.pdf?sfvrsn=58a3d351_1

20240611_208447-3_SR349_30030

1.4 2.2 1.5 0.7 7.2 LR 5.0 7.2 B II M P State of Florida Department of Transportation PAVEMENT, End MP: 39.021 ( ) Paved COMMENTS CORE NO. MILE POST LANE WHEEL PATH (Y or N) PAVEMENT, By: State of Florida Department of Transportation PAVEMENT EVALUATION CORING AND CONDITION DATA SHEET, , SUPERELEVATED CURVE 15.514 Outside: 5 ft. Paved Curb & Gutter (Y / N): N PAVEMENT LAYER, Department of Transportation PAVEMENT EVALUATION CORING AND CONDITION DATA SHEET Meskel

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/30/20240611_208447-3_sr349_30030.pdf?sfvrsn=e89fdb75_1

E3Y48-R0 Bid Tab

primarily of the removal and replacement of damaged sidewalk, curb and gutter, ditch pavement, 25.00000 12,500.00 32.00000 16,000.00 32.00000 16,000.00 0015 0339 1 MISCELLANEOUS ASPHALT PAVEMENT, 0524 1 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" 1,400.000 SY 87.00000 121,800.00 50.00000 70,000.00 120.00000 168,000.00 0105 0524 1 4 CONCRETE DITCH PAVEMENT, NON REINFORCED, 6" 25.000 SY 93.00000 2,325.00 300.00000 7,500.00 150.00000 3,750.00 0110 0524 1 29 CONCRETE DITCH PAVEMENT

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2024/dec12/e3y48-r0-bid-tab.pdf?sfvrsn=720038c7_1

20250320_451473-1_SR 600_16010

OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., ): 0.023 3. Stabilization thickness was checked on 10% of the coring locations. For pavement design, at the locations cored at the time of the investigation. Should questions arise regarding the pavement, . PAVEMENT LAYER (IN.) Polk SR No.: Paved BASE 2.446 2.469 Lawn Curb & Gutter (Y/N): N, : Shoulder Type and Condition: Overall Pavement Condition (from DMO field review): Fair Roadway ID

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20250320_451473-1_sr-600_16010.pdf?sfvrsn=781ef730_1

425-031FHWAApproved

of Pavement" callout to "Edge of Traveled Way"; Added Barrier Gutter line callout. Sheet 2, to the Barrier Gutter Line in the BARRIER TYPE EXAMPLES details; Changed "Edge of Pavement" callout, SIDE LOCATON" in the "SHOULDER PAVEMENT WARP" details; Renamed "SHOULDER PAVEMENT WARP" details to "SHOULDER PAVEMENT TRANSITIONS". Commentary/Background: Standard Plans Index 425-031 previously, : Sheet Description 1 2 General Notes and Contents 3 4 Shoulder Pavement Wrap, Barrier Type

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/425-031fhwaapproved.pdf?sfvrsn=6fa82436_1

119eBookRedline

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/ebook/119ebookredline86e831a5ccd14cf79a27632da0ce823c.pdf?sfvrsn=b33bde59_0

118eBookRedline

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, 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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/ebook/118ebookredline.pdf?sfvrsn=fbc47bfb_0

2024FDM916DrainStruct

of pavement, curbs, traffic separators, sidewalks, curb ramps, and driveways. Show proposed, and overhead utilities, walls, curbs, pavements, fences, railroads, bridges, drainage structures and similar

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm916drainstruct.pdf?sfvrsn=9c7927fc_1

FMPP January 2025 Meeting Notes_01152025_final

for pavement performance. o The July FMPP meeting led to discussion of how the targets are set. o The PM2 regulations apply to pavements on the National Highway System (NHS) only and have specific

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/metrosupport/fmpp/2025_1-january/fmpp-january-2025-meeting-notes_01152025_final.pdf?sfvrsn=c6dd9f46_1

SS9300000

pavements and other locations required by the Contract Documents. Follow the manufacturer’s, , polymer modified hydraulic cement for rapid repairs to hardened portland cement concrete pavement

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9300000.pdf?sfvrsn=e71469f3_0

SS9300000

pavements and other locations required by the Contract Documents. Follow the manufacturer’s, , polymer modified hydraulic cement for rapid repairs to hardened portland cement concrete pavement

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss93000003640621b069647c4abfd387b5766c786.pdf?sfvrsn=c0d41f60_0
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