7241 search results for Pavement
20250320_451108-1_SR 700_91090
Roadway ID: 91090000 Bridge 910090 Inside: Shoulder Type and Condition: Overall Pavement Condition, ): 0.000 451108-1 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) Okeechobee SR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., : Shoulder Type and Condition: Overall Pavement Condition (from DMO field review): Fair Typical, (ML) PAVEMENT LAYER (IN.) Okeechobee SR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/91/20250320_451108-1_sr-700_91090.pdf?sfvrsn=cad05082_120250423_451056-1_SR 50A_08050
PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID: W.P.I., at the locations cored at the time of the investigation. Should questions arise regarding the pavement, as necessary. PAVEMENT LAYER (IN.) Hernando SR No.: Paved BASE 2.393 12.766 Lawn Curb & Gutter (Y/N, . Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review): Fair, OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/08/20250423_451056-1_sr-50a_08050.pdf?sfvrsn=6b71c30c_120250217_456054-1_SR 55_15150
Roadway ID: 15150000 Hammock Pine Blvd Inside: Shoulder Type and Condition: Overall Pavement, (Y/N): 9.800 456054-1-52-01 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) Pinellas SR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA, Hammock Pine Blvd Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field, 456054-1-52-01 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) Pinellas SR No.: Paved STATE OF FLORIDA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/15/20250217_456054-1_sr-55_15150.pdf?sfvrsn=2c71f410_1425-031IntReviewPkg
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/2027/425-031intreviewpkg.pdf?sfvrsn=1f9fd544_1425-031IndReviewPkg
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/2027/425-031indreviewpkg.pdf?sfvrsn=304b3b8a_1425-031IFHWAeviewPkg
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/2027/425-031ifhwaeviewpkg.pdf?sfvrsn=44f7a57f_1425-031FHWAReviewPkg
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/2027/425-031fhwareviewpkg.pdf?sfvrsn=8f4c1ca5_1520-020
'-3" R Asphalt Pavement Asphalt Pavement 7 " 5 " 3 " " R 4 3 1 3 " 5 " 9" 1'-3", 2'-3, Of Structural 5" Plus Friction Course Or Tool Edge Permitted " 4 1 Const. Joint With Asphalt Pavement 2'-0", 3'-0" Or 4'-3" R Tool Edge Permitted (Typ.) " 4 1 Const. Joint With Asphalt Pavement, 1 Asphalt Pavement " For 8'-6" Separator 4 3 " For 6' Separator 2 1 " For 4' Separator 4 1 Pitch: 4'-0", 6'-0" Or 8'-6" Asphalt Pavement " For 8'-6" Separator 4 3 " For 6' Separator
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/520-020.pdf?sfvrsn=f2850d7d_11d-Construction Academy Asphalt Research 2023
in the asphalt pavement (or sometimes granular base/subgrade) is vaporizing due to heat. Florida, Expedited Pavement Wearing and Friction Determination Florida Department of Transportation Expedited Pavement Wearing and Friction Determination Florida Department of Transportation Expedited Pavement Wearing and Friction Determination Florida Department of Transportation Expedited Pavement, project; mill and fill to remove rutted pavement. • Milling machine left indentations in underlying
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2023-construction-academy/fall-2023/1d-construction-academy-asphalt-research-2023.pdf?sfvrsn=955f4503_1425-030
BARRIER INLET Shoulder Pavement Taper (Type 1 Shown, Type 2 Similar) GENERAL NOTES: between inlet, . as Reqd.) Shoulder Pavement Barrier Deeper) Grade-Separated Barrier Shown, (Typ, ) Barrier GP. Line Edge of Shoulder Pavement Taper (Typ.) f o r i n l e t T y p e I I, p . ) C l . " 2 1 2 Note 7 See Gen. Note 7 See Gen. Pavement Shoulder Pavement Shoulder Pavement Shoulder Pavement Shoulder Throat Taper (Typ.) (See Index 425-001) Drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/425-030.pdf?sfvrsn=1baf0ebd_120231030_451272-1_SR 45_03010
DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA Cored By: TEST LAB, INC. Coring, : Paved Overall Pavement Condition (from DMO field review): Fair Median Curbed (Y/N): Paved: N Lawn: Y Other: CONC Curb & Gutter (Y/N): N Mainline Cores (ML) PAVEMENT LAYER (IN.) BASE CRACK End MP, PAVEMENT EVALUATION CORING AND CONDITION DATA Cored By: TEST LAB, INC. Coring Completion Date: 9/7/2023, : 0.000 1.181 F.A. Project No.: Roadway ID: 03010000 To: 1.181 Outside: Paved Overall Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/03/20231030_451272-1_sr-45_03010.pdf?sfvrsn=eed71ec4_1E8U74
. The proposed work includes drainage improvements, noise walls, signing and pavement markings, lighting, DETOUR- TEMPORARY PAVEMENT (44622315201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE, 0285-715- OPTIONAL BASE, BASE GROUP 15 SY 14,711.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 14,662.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 13,391.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 22,263.000 0327- 70- 11
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/may10/e8u74.pdf?sfvrsn=e5a90fae_1E51F6BidTabs
Improvements, Curb & Gutter, Sidewalk, Traffic Signals, Signing/Pavement Markings, and Lighting, MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 252.000 SY 17.32000 4,364.64 43.00000 10,836.00 0135 0327 70 2 MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 8,138.000 SY 3.87000 31,494.06 3.55000 28,889.90 0140 0327 70 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 116,237.000 SY 3.16000 367,308.92 2.55000 296,404.35 0145 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/mar05/e51f6bidtabs.pdf?sfvrsn=60dd9ce_1451270 Technical POP Memo
1 Candidate Project Technical Pavement Only Project (POP) Memo To: Lavenia Toole, PE February, establishment more successful. Pavement Design Assumptions for LRE: Design will need to prepare the pavement design for this project. Any pavement design used in this estimate is for budget purposes, assumes recommended pavement design: o The existing pavement should be milled 3” and resurfaced, of the farthest return, right of way, or existing pavement joint, whichever is greater.
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25122/451270-technical-pop-memo.pdf?sfvrsn=bb158d_1E54B2
improvements, and signing and pavement markings along SR A1A from MP 1.448 to MP 5.114 and from MP, DETOUR- TEMPORARY PAVEMENT (44287415201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT, , BASE GROUP 11 SY 9,028.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 55.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 4,481.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 115,455.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/may07/e54b2.pdf?sfvrsn=63aae13d_2E8U84
(43716965201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (43716965201) LS 1.000 0102, PAVEMENT MARKER, TYPE D EA 1,824.000 0102- 89- 1 TEMPORARY CRASH CUSHION, REDIRECTIVE OPTION LO 7.000, 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/e8u84.pdf?sfvrsn=9149297f_12024June-Thu03-RRRProjects
infrastructure investment. Preservation includes: 1. Ensuring t hat 80 percent of the pavement, of pavement • Address ADA • Improve Safety Background: Background: • D4 and D6 share many, rmeasures Module D4 Process Safety Counte rmeasures Module D6 Processes D6 Process •Pavement condition, A : Pavement Restora t ion Elements; including pavement restora t ion, ADA curb ra mps, signals, signing, a nd pavement marking. • Category B1 : RRR Safety Enhancements as identified in the RRR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024june-thu03-rrrprojects.pdf?sfvrsn=e0c94464_1425-030
BARRIER INLET Shoulder Pavement Taper (Type 1 Shown, Type 2 Similar) GENERAL NOTES: between inlet, Taper (Typ. as Reqd.) Shoulder Pavement Barrier Deeper) Grade-Separated Barrier Shown, (Typ, Line) Barrier GP. Line Edge of Shoulder Pavement Taper (Typ.) f o r i n l e t T y p e, ( T y p . ) C l . " 2 1 2 Note 7 See Gen. Note 7 See Gen. Pavement Shoulder Pavement Shoulder Pavement Shoulder Pavement Shoulder Throat Taper (Typ.) (See Index 425-001
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/425-030.pdf?sfvrsn=61afe529_1E8V50BidTabs
Ranking SIGNS & PAVEMENT MARKINGS FOR AET LITE CONVERSION - ZONE III 45438715201 (*) N/A Page 1, signage, pavement markings, and pavement markers for the All-Electronic Tolling (AET) Lite, No: SIGNS & PAVEMENT MARKINGS FOR AET LITE CONVERSION - ZONE III N/A Contract Descr: Unit Price, PAVEMENT MARKER, TYPE B 232.000 EA 4.50000 1,044.00 34.00000 7,888.00 5.00000 1,160.00 0095 0711, THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE TO REMAIN 8,500.000 SF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/sep10/e8v50bidtabs.pdf?sfvrsn=ee8ead2f_12025FDM223Bikes
are designated by a bicycle symbol pavement marking in accordance with Standard Plans, Index 711-002, to the edge of pavement. For new construction projects when a bicycle lane has been selected, in width (including the buffer). Any additional pavement width that results from restricting, ), the width of the bicycle lane depends on the width of the available roadway pavement. For these types, with less than 5 feet of width adjacent to a 10-foot traffic lane. When roadway pavement is continuous
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm223bikes.pdf?sfvrsn=646ae7d9_2