7241 search results for Pavement
E21T4
, traffic pavement markings, raised pavement markers, thermoplastic markings, Temporary Traffic Control
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/feb19/e21t4.pdf?sfvrsn=e2b9fd93_1FWD_16140_SR544_450884-1_10-2023
is representative of the existing pavement system and is hereby recommended for this project. Telephone: (352, GOVERNOR STATE MATERIALS OFFICE MP 0.016 to 11.647 Guangming Wang, P.E., State Pavement Performance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/fwd_16140_sr544_450884-1_10-2023.pdf?sfvrsn=2dfa3c3_1FWD_12004_SR865_452826-1_3-2024
of the existing pavement system and is hereby recommended for this project. Telephone: (352, STATE MATERIALS OFFICE MP 2.997 to 4.778 Guangming Wang, P.E., State Pavement Performance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26112/fwd_12004_sr865_452826-1_3-2024.pdf?sfvrsn=57ab2434_120230330_448635-1_SR 25 (US 441)_36030
. No: 36030 North of CR 25A State of Florida Department of Transportation PAVEMENT EVALUATION, No. MP Distance from left edge of lane (ft) Lane Wheel Path Pavement Layer (in.) Base Crack, depth crack to the base. EOP = Edge of Pavement Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack Types: A= Alligator; Bl= Block; Br= Branch; SL, Depth of "B" indicates full depth crack to the base. EOP = Edge of Pavement Crack Extent: L= Light; M
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/36/20230330_448635-1_sr-25-(us-441)_36030.pdf?sfvrsn=480bbd37_120241213_452621-1_SR 25_09030
OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID: W.P.I., : 6.811 11.612 4.801 Cored By: 452621-1 CRACK Mainline and Crossover Cores (ML/CO) PAVEMENT LAYER (IN.) Highlands SR No.: Paved BASE Overall Pavement Condition (from DMO field review): Y, OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj, ) PAVEMENT LAYER (IN.) Highlands SR No.: Paved BASE Overall Pavement Condition (from DMO field review
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/09/20241213_452621-1_sr-25_09030.pdf?sfvrsn=ae3552c5_1Asphalt 101-Construction Academy March 2025 Musselman
Arterial lane miles (75.2%) – 2,542 Tu r npike lane miles (5.5%) • 97.3% of pavement is asphalt • 2.7% of pavement is concrete State Highway System 5 . 4 % 4 . 8 % 5 . 4 % 5 . 0, • Provides the majority of the load carrying ability of the pavement. • Needs to be strong, durable, consistent, clean, and available • Cost ~$25 – $50/ton Other things: • Reclaimed Asphalt Pavement, PG 67-22 Superpave Asphalt Binders Performance Grade Average 7-day max pavement design temp
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/asphalt-101-construction-academy-march-2025-musselman.pdf?sfvrsn=24ee3791_1E58D3
Suneagle Drive; work includes open cutting & restoration of pavement, and restoration of pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/may06/e58d3.pdf?sfvrsn=8e626437_1SPM1100200-724-i19198
to the nearest one thousandths (0.001) acre. For areas of flexible pavement, the quantity to be paid for will be the number of square yards of flexible pavement removed. Measurements will be rounded
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/maintenance/finalized/spm1100200-724-i19198.pdf?sfvrsn=a72578b4_1SPM1100200-725-i19877
to the nearest one thousandths (0.001) acre. For areas of flexible pavement, the quantity to be paid for will be the number of square yards of flexible pavement removed. Measurements will be rounded
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/finalized/spm1100200-725-i19877.pdf?sfvrsn=a7bbf827_1SPM1100200-723-i18576
to the nearest one thousandths (0.001) acre. For areas of flexible pavement, the quantity to be paid for will be the number of square yards of flexible pavement removed. Measurements will be rounded up
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/maintenance/finalized/spm1100200-723-i18576.pdf?sfvrsn=ffe86b11_2SPM1100200-122
to the nearest one thousandths (0.001) acre. For areas of flexible pavement, the quantity to be paid for will be the number of square yards of flexible pavement removed. Measurements will be rounded up
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/maintenance/finalized/spm1100200-122.pdf?sfvrsn=1e746512_2SPM1100200-722
to the nearest one thousandths (0.001) acre. For areas of flexible pavement, the quantity to be paid for will be the number of square yards of flexible pavement removed. Measurements will be rounded up
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/maintenance/finalized/spm1100200-722.pdf?sfvrsn=3a853ef6_2SPM1100200-721
to the nearest one thousandths (0.001) acre. For areas of flexible pavement, the quantity to be paid for will be the number of square yards of flexible pavement removed. Measurements will be rounded up
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/maintenance/finalized/spm1100200-721.pdf?sfvrsn=3b7f3bd_2SP1100200
pavement, the quantity to be paid for will be the number of square yards of flexible pavement removed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/finalized/sp1100200.docx?sfvrsn=aaca12c4_2SP1100200.D01clean
thousandths (0.001) acre. For areas of flexible pavement, the quantity to be paid for will be the number of square yards of flexible pavement removed. Measurements will be rounded up to the nearest
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/maintenance/implemented/sp1100200.d01clean.pdf?sfvrsn=9b08929c_0SP0020400-60day-Generic
them as necessary. The Department does not guarantee the details pertaining to borings and pavement, 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-2025-26/workbook/sp0020400-60day.pdf?sfvrsn=ac0b5cec_2SP0020400-Generic
the details pertaining to borings and pavement cores, as shown in the Contract Documents, and pavement core data, where available, and make their own interpretation of the subsoil investigations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/workbook/sp0020400.pdf?sfvrsn=393042fc_2SP0020400-723
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-2023-24/workbook/sp0020400-723.pdf?sfvrsn=3d110363_2SP0020400-60day-723
not guarantee the details pertaining to borings and pavement cores, as shown in the Contract, boring and pavement core data, where available, and make their own interpretation of the subsoil
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/workbook/sp0020400-60day-723.pdf?sfvrsn=46feff9f_2SP0020400
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/workbook/sp0020400.pdf?sfvrsn=829c273e_1