7444 search results for Pavement
FY2024-25eBookFINALcomp(signed and sealed)
............................................................................................................ 214 175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 238 283 Reclaimed Asphalt Pavement Base, ................................................................................................. 259 BITUMINOUS TREATMENTS, SURFACE COURSES, AND CONCRETE PAVEMENT 300 Prime and Tack Coats, 327 Milling of Existing Asphalt Pavement, ...................................................................... 317 338 Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/ebook/fy2024-25ebookfinalcomp(signed-and-sealed).pdf?sfvrsn=1ff18897_120230811_447948-1_SR 50_08050
Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review): Fair Typical, CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) Hernando SR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin, Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review): Fair, 447948-1 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) Hernando SR No.: Paved STATE OF FLORIDA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/08/20230811_447948-1_sr-50_08050.pdf?sfvrsn=a91be67f_120230824_441654-1_SR 688_15120
Rd / Oakhurst Rd. Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field, regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Pinellas SR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin, Rocks Rd / Oakhurst Rd. Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/15/20230824_441654-1_sr-688_15120.pdf?sfvrsn=e6300452_120240112_449170-1_SR 581_14610
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA Cored, To: 3.505 Outside: Paved Overall Pavement Condition (from DMO field review): Fair Median Curbed (Y/N): Paved Lawn: Y Other: Curb & Gutter (Y/N): Y Mainline and GORE Cores (ML/GO) PAVEMENT LAYER, Roadway STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA, : 14610000 To: 3.505 Outside: Paved Overall Pavement Condition (from DMO field review): Fair Median
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/14/20240112_449170-1_sr-581_14610.pdf?sfvrsn=34e94819_120200609_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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/14/20240129_430573-2_sr-93a_14075-and-14140.pdf?sfvrsn=95cfd3ae_120230830_441664-1_SR 553_10030
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20230830_441664-1_sr-553_10030.pdf?sfvrsn=53ffcc5b_1E53F5BidTabs
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20240730_431334-2_sr-739_12011-12100.pdf?sfvrsn=90ecd56b_120250129_450876-1_SR 600_16050
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20250129_450876-1_sr-600_16050.pdf?sfvrsn=c706ab1b_120241213_451013-1_SR 789_17030
: 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20241213_451013-1_sr-789_17030.pdf?sfvrsn=271c07b_120250211_450336-1_SR 600_10150
. 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_02024FDM201DesignControls
. Consistent signing and pavement marking designs in transition areas is an important aspect, • Bridge width and roadway shoulders • Pavement crown, cross slope, and superelevation Topic, forecasting is also used in pavement design to determine the vehicular loadings on the pavement. The proposed pavement design must provide structural strength through the pavement’s service life. Refer to the FDOT Pavement Design Manuals for guidance on selecting an appropriate design period
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm201designcontrols.pdf?sfvrsn=be346d3e_12024FDM201DesignControls
or geometric conditions. Consistent signing and pavement marking designs in transition areas, applications • Bridge width and roadway shoulders • Pavement crown, cross slope, years for safety and operational improvements Traffic forecasting is also used in pavement design to determine the vehicular loadings on the pavement. The proposed pavement design must provide structural strength through the pavement’s service life. Refer to the FDOT Pavement Design Manuals
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm201designcontrols.pdf?sfvrsn=e749ca75_12025FDM201DesignControls
or geometric conditions. Consistent signing and pavement marking designs in transition areas, , and guardrail applications • Bridge width and roadway shoulders • Pavement crown, cross slope, and operational improvements Traffic forecasting is also used in pavement design to determine the vehicular loadings on the pavement. The proposed pavement design must provide structural strength through the pavement’s service life. Refer to the FDOT Pavement Design Manuals for guidance on selecting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm201designcontrols.pdf?sfvrsn=e276fab_22025FDM201DesignControls
to operational or geometric conditions. Consistent signing and pavement marking designs, , slopes, and guardrail applications • Bridge width and roadway shoulders • Pavement crown, is also used in pavement design to determine the vehicular loadings on the pavement. The proposed pavement design must provide structural strength through the pavement’s service life. Refer to the FDOT Pavement Design Manuals for guidance on selecting an appropriate design period for flexible
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm201designcontrols.pdf?sfvrsn=5ce2bfb2_12026FDM201DesignControls
or to conform to operational or geometric conditions. Consistent signing and pavement marking, • Embankments, slopes, and guardrail applications • Bridge width and roadway shoulders • Pavement, in pavement design to determine the vehicular loadings on the pavement. The proposed pavement design must provide structural strength through the pavement’s service life. Refer to the FDOT Pavement Design Manuals for guidance on selecting an appropriate design period for flexible and rigid pavements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm201designcontrols.pdf?sfvrsn=a69005e7_52026FDM201DesignControls
or to conform to operational or geometric conditions. Consistent signing and pavement marking, • Embankments, slopes, and guardrail applications • Bridge width and roadway shoulders • Pavement, in pavement design to determine the vehicular loadings on the pavement. The proposed pavement design must provide structural strength through the pavement’s service life. Refer to the FDOT Pavement Design Manuals for guidance on selecting an appropriate design period for flexible and rigid pavements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm201designcontrols.pdf?sfvrsn=a3b6cb19_1