7241 search results for Pavement
20200609_440444-1_SR 33_16070
LAYER COEF. 0.25 0.17 0.25 0.23 UNKW 0.18 0.16 0.11 UNKW 0.08 Notes: Pavement Condition G - Good, - Moderate L - Light N of Granada Street Inside: Shoulder Type and Condition: Overall Pavement, . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches, of the investigation. Should questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Polk SR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20200609_440444-1_sr-33_16070.pdf?sfvrsn=eb7f1102_120240129_430573-3_SR 93A_10075 and 10320
4.30 LAYER COEF. 0.00 0.34 0.34 0.34 0.34 0.30 0.34 0.25 0.18 UNKW 0.08 Notes: Pavement Condition, . Crack Rating Extent COUNTY LINE ROAD Inside: Shoulder Type and Condition: Overall Pavement, . For pavement design, assume 12 inches of thickness for stabilization. 430573-3 CRACK 10075000, the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) HILLSBOROUGH SR No.: Paved STATE OF FLORIDA DEPARTMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20240129_430573-3_sr-93a_10075-and-10320.pdf?sfvrsn=7e908c69_120240129_430573-2_SR 93A_14075 and 14140
: Roadway ID: 14140000 SR 56 Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO, at the locations cored at the time of the investigation. Should questions arise regarding the pavement, . PAVEMENT LAYER (IN.) PASCO SR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID: W.P.I., Pavement Condition (from DMO field review): Good Typical Section: 1 9/18/2023 Lanes: COUNTY LINE
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III S P 57 1.145 ML L3 Y 1.0 3.0 4.0 11.0 G STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT, (ML) PAVEMENT LAYER (IN.) HILLSBOROUGH SR No.: Paved BASE 1.410 1.410 Lawn Curb & Gutter (Y/N, OF SR 400 (I-4) Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review, PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID: W.P.I., Mainline Cores (ML) PAVEMENT LAYER (IN.) HILLSBOROUGH SR No.: Paved BASE 1.410 1.410 Lawn Curb
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improvements, curb & gutter, sod, lighting, traffic signals, and signing and pavement markings on SR 5 from, MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 22,247.000 SY 6.30000 140,156.10 4.79000 106,563.13 9.33000 207,564.51 0105 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH, 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 961.000 EA 4.20000 4,036.20 4.73000 4,545.53 8.09000 7,774.49 0160 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 1.818 GM 1,581.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/sep04/e53f5bidtabs.pdf?sfvrsn=382e8859_120240730_431334-2_SR 739_12011, 12100
OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., Curbed (Y/N): 3.895 431334-2-52-01 CRACK 12011000 - Mainline Cores (ML) PAVEMENT LAYER (IN.) Lee, : Overall Pavement Condition (from DMO field review): Fair Roadway ID: 12011000 End MP: Length: CORE, COMMENTS STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA, By: Median Curbed (Y/N): 3.895 431334-2-52-01 CRACK 12011000 - Mainline Cores (ML) PAVEMENT LAYER
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STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County, ) PAVEMENT LAYER (IN.) Polk SR No.: Paved BASE Overall Pavement Condition (from DMO field review, DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project, From: 3.300 4.264 0.964 Cored By: 450876-1 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) Polk SR No.: Paved BASE Overall Pavement Condition (from DMO field review): Fair N of N Blvd Inside
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: Pavement Condition G - Good F - Fair STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT, on 10% of the coring locations. For pavement design, assume 12 inches of thickness for stabilization, questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Sarasota SR No.: Paved 5, : Longboat Club Rd Manatee County Line Inside: Shoulder Type and Condition: Overall Pavement
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. Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review): Fair, 450336-1 CRACK Mainline, Bridge and GORE Cores (ML/BR/GO) PAVEMENT LAYER (IN.) HILLSBOROUGH SR No.: Paved: Y STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, : Shoulder Type and Condition: Overall Pavement Condition (from DMO field review): Fair Typical Section: 1, CRACK Mainline, Bridge and GORE Cores (ML/BR/GO) PAVEMENT LAYER (IN.) HILLSBOROUGH SR No.: Paved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20250211_450336-1_sr-600_10150.pdf?sfvrsn=fe743ed0_13530000.origind
CONCRETE PAVEMENT SLAB REPLACEMENT. (REV 5-8-155-12-155-27-15) SECTION 353 is deleted and the following substituted: SECTION 353 CONCRETE PAVEMENT SLAB REPLACEMENT 353-1 Description. Replacethe existing defective area of concrete pavement with Portland cement concrete free of any uncontrolled, in order to open the pavement to traffic. Use cylinders to verify the concrete compressive strength, locations based on the pavement design. All other cracks in the pavement are uncontrolled cracks. Repair
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/3530000.origind.pdf?sfvrsn=e97a6662_0Redline eBook compressed
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, , and pavement cores as shown in the Contract Documents, to be more than a general indication, at the locations indicated. The Bidder shall examine boring and pavement core data, where available, and make
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/ebook/redline-ebook-compressed.pdf?sfvrsn=167b63fb_1Redline eBook compressed
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, , and pavement cores as shown in the Contract Documents, to be more than a general indication, at the locations indicated. The Bidder shall examine boring and pavement core data, where available, and make
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/ebook/redline-ebook-compressed19ce905ebc564bb2b0e128043bd5cef4.pdf?sfvrsn=f992884f_1716eBook_SS_DLS
Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 226 283 Reclaimed Asphalt Pavement Base, COURSES, AND CONCRETE PAVEMENT 300 Prime and Tack Coats, of Existing Asphalt Pavement, Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/ebook/716ebook_ss_dls.pdf?sfvrsn=36a22e18_0716eBook
Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 226 283 Reclaimed Asphalt Pavement Base, COURSES, AND CONCRETE PAVEMENT 300 Prime and Tack Coats, of Existing Asphalt Pavement, Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/ebook/716ebook1bd1383120d94cdea958c0ef9c6fa422.pdf?sfvrsn=c858a0f5_2716ebook
Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 226 283 Reclaimed Asphalt Pavement Base, COURSES, AND CONCRETE PAVEMENT 300 Prime and Tack Coats, of Existing Asphalt Pavement, Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/ebook/716ebook.pdf?sfvrsn=91838054_4D5-08-05-25BSN
Order: 001 Proposal: E53D8 District:05 Counties: BREVARD Road Name: PAVEMENT MARKINGS Limits, of installation, refurbishment, removal and replacement of thermoplastic pavement markings and RPMs, is required to have at least three (3) years of experience in the performance of Pavement Markings, . A Contractor that presently has a certificate of prequalification with the Department in "Pavement, Description Unit Quantity Section 0001 PAVEMENT STRIPING (LARGE MACHINE) (LM) 0101- 1- MOBILIZATION
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............................................................................................. 198 175 Cracking and Reseating Existing Concrete Pavement, Asphalt Pavement Base ..................................................................... 218 285, BITUMINOUS TREATMENTS, SURFACE COURSES AND CONCRETE PAVEMENT 300 Prime and Tack, Milling of Existing Asphalt Pavement, 338 Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/ebook/2013ebook.pdf?sfvrsn=4aa23597_0FY-2023-24-eBookFINALcompressed-signed-sealed
............................................................................................................ 211 175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 235 283 Reclaimed Asphalt Pavement Base, PAVEMENT 300 Prime and Tack Coats, .............................................. 263 327 Milling of Existing Asphalt Pavement, ...................................................................... 314 338 Value Added Asphalt Pavement
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............................................................................................................ 211 175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 235 283 Reclaimed Asphalt Pavement Base, PAVEMENT 300 Prime and Tack Coats, .............................................. 263 327 Milling of Existing Asphalt Pavement, ...................................................................... 314 338 Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/ebook/fy2023-24ebook.pdf?sfvrsn=6b69416d_24D4-04-04-25BSN
E4X78-R0 BROWARD GENERAL PAVEMENT REPAIRS - ROUTINE MAINTENANCE 44932427201(*) BROWARD 15 E4X79, and gutter, sidewalk, driveways), asphalt (milling, resurfacing), pavement markings (removable, - 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 691.000 0337- 7- 82 ASPHALT CONCRETE, 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 207.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 0.019 0710- 11-201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM
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