7444 search results for Pavement
E57B2
CONSTRUCTION/DRIVEWAY BASE- OPTIONAL MATERIALS SY70.000 0327- 70- 2MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTHSY33,365.000 0327- 70- 5MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTHSY3,872.000 0327- 70- 6MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTHSY8,712.000 0334- 1- 13SUPERPAVE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/may07/e57b2.pdf?sfvrsn=12c1f53e_1E50F4
, Sidewalk, Traffic Signals and Signing/Pavement Markings on SR 527 (Orange Ave.) from Magnolia Avenue, 09SY26.000 0327- 70- 5MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTHSY25,813.000 0327- 70- 6MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTHSY10,166.000 0334- 1- 13SUPERPAVE ASPHALTIC CONC, TRAFFIC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/jun04/e50f4.pdf?sfvrsn=ae0e25ab_120240412_449819-1_SR-25_86060
05/06/24 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 04, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, : NO CURBED: NO 05/06/24 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK ------ PMT RUT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/86/20240412_449819-1_sr-25_86060.pdf?sfvrsn=64d84472_120230829_440511-8_SR 685_10020
7.05 12.70 0.00 1.70 LAYER COEF. 0.25 0.25 0.25 0.25 0.25 0.23 UNKW 0.18 0.18 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT, (Y/N): 0.000 3. Stabilization thickness was checked on 10% of the coring locations. For pavement, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20230829_440511-8_sr-685_10020.pdf?sfvrsn=a0ed15c2_1E1X37-R0
Unit Quantity Section 0001 PAVEMENT SYMBOLS (SF) 0710- 11-190 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ISLAND NOSE SF 2,891.000 0710- 11-290 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, ISLAND
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/sep19/e1x37-r0.pdf?sfvrsn=ff5db4d4_1E3Y20
contract consists of the removal and replacement of Raised Pavement Markers on various roadways, PAVEMENT MARKER REPLACEMENT (EA) E706- 1- 42 REFLECTIVE PAVEMENT MARKER(REMOVE AND REPLACE)(CLASS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/oct10/e3y20.pdf?sfvrsn=ff7738ce_1E6P47-R0
the full advertisement Description: This Contract consist of repair of existing asphalt pavement, EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 800.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/nov21/e6p47-r0.pdf?sfvrsn=a389576_1Diverging Diamond Interchanges
project development including Geometric Design, Signing and Pavement Marking, Traffic Operations, Covered: DDI Overview DDI Geometric Design DDI Signing and Pavement Marking DDI Traffic Operations DDI, , 2021 2:00 - 5:00 DDI Geometric Design PDF June 29, 2021 2:00 - 3:00 DDI Signing and Pavement Marking
https://www.fdot.gov/roadway/training/DDIRTOC
Bituminous Treatments, Surface Courses, and Concrete Pavement 000-510 Superelevation Transitions - High Speed Roadways Concrete Pavement 000-511 Superelevation Transitions - Low Speed Roadways 330-001 Paved and Graded Driveways 000-525 Ramp Terminals 350-001 Concrete Pavement Joints General, Expansion Joint - Concrete Pavement with Special Select Soil Base 102-100 Temporary Barrier Structures, 425-070 Skimmer for Outlet Control Structures 125-001 Utility Adjustments thru Existing Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/rtoc.pdf?sfvrsn=84dd2ec1_2E1X52-R0BidTabs
is bid as Lump Sum 0001 (PAVEMENT STRIPING (LARGE MACHINE) (LM SECTION: 0005 0706 1 3 RAISED PAVEMENT, as Lump Sum 0001 (PAVEMENT STRIPING (LARGE MACHINE) (LM SECTION: 0035 0711 11160 THERMOPLASTIC, Sum 0001 (PAVEMENT STRIPING (LARGE MACHINE) (LM SECTION: 0075 0711 12170 THERMOPLASTIC, REFURBISH, THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE TO REMAIN 1,000.000 SF, : 0001 PAVEMENT STRIPING (LARGE MACHINE) (LM) Page 3 of 8 Tabulation of Bids Contract: 005
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2024/dec05/e1x52-r0bidtabs.pdf?sfvrsn=190cf331_120250203_440511-4_No SR_10000
0.18 0.16 0.18 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor CO - Crossover TL, Pavement Condition (from DMO field review): Fair Typical Section: 1 6/27/2024 Lanes: W Violet Street, was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, arise regarding 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20250203_440511-4_no-sr_10000.pdf?sfvrsn=7188c3ee_1456054-1 Draft_Meeting Announcement 030325
ANNOUNCEMENT OF MARKETING MEETINGS Proposed Low Bid Design-Build Contract US 19 (SR 55) FROM MP 9.80 TO 33.00 Pinellas County, Florida FPN: 456054-1-52-01 Contract No.: E7R74 PROJECT DESCRIPTION: FC-5 Replacement Milling and Resurfacing Pavement Only Low Bid Design-Build in Pinellas, the replacement of the FC-5 Friction Course and pavement markings that will be impacted by the milling, - Signing, Pavement Marking & Channelization SCHEDULE OF EVENTS: · Advertisement Date: April 7, 2025
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/marketingd7/456054-1-draft_meeting-announcement-030325.pdf?sfvrsn=4721375f_1456056-1 MLK_Meeting Announcement_030725
ANNOUNCEMENT OF MARKETING MEETINGS Proposed Low Bid Design-Build Contract SR 574 / Dr. MLK Jr Blvd. From MP 7.62 to 12.291 Hillsborough County, Florida FPN: 456056-1-52-01 Contract No.: E7R76 PROJECT DESCRIPTION: FC-5 Replacement Milling and Resurfacing Pavement Only Low Bid Design-Build, requires the replacement of the FC-5 Friction Course and pavement markings that will be impacted, : o 3.1 - Minor Highway Design o 7.1 - Signing, Pavement Marking & Channelization SCHEDULE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd7/456056-1-mlk_meeting-announcement_030725.pdf?sfvrsn=491dbe5c_1E3X88
include sidewalk replacement, curb and gutter, signing and pavement markings, signalization, sidewalk replacement, curb and gutter, signing and pavement markings, signalization, and other, - 2 BORROW EXCAVATION, TRUCK MEASURE CY 15.200 0327- 70- 2 MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH SY 207.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 74,857.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 13,539.000 0334- 1- 53 SUPERPAVE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/may08/e3x88.pdf?sfvrsn=1c0874fc_1SPM9710801-723-i18604
PAVEMENT MARKING MATERIALS. (REV 3-8-19) (FY 2023-24) SUBARTICLE 971-8.1 is deleted and the following substituted: 971-8.1 General: Two reactive component materials intended for use under this Specification shall include, but not be limited to, MMA (methyl methacrylate), epoxies, polyesters, Retroreflectivity: The white and yellow pavement markings shall attain an initial retroreflectance, . The retroreflectance of the white and yellow pavement markings at the end of the three year period shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/maintenance/finalized/spm9710801-723-i18604.pdf?sfvrsn=d00c08ab_2SPM9710801-122
PAVEMENT MARKING MATERIALS. (REV 3-8-19) (1-22) SUBARTICLE 971-8.1 is deleted and the following substituted: 971-8.1 General: Two reactive component materials intended for use under this Specification shall include, but not be limited to, MMA (methyl methacrylate), epoxies, polyesters, Retroreflectivity: The white and yellow pavement markings shall attain an initial retroreflectance, of the white and yellow pavement markings at the end of the three year period shall not be less than
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/maintenance/finalized/spm9710801-122.pdf?sfvrsn=6aa16d22_2SPM9710801-722-i17974
PAVEMENT MARKING MATERIALS. (REV 3-8-19) (7-22) SUBARTICLE 971-8.1 is deleted and the following substituted: 971-8.1 General: Two reactive component materials intended for use under this Specification shall include, but not be limited to, MMA (methyl methacrylate), epoxies, polyesters, Retroreflectivity: The white and yellow pavement markings shall attain an initial retroreflectance, of the white and yellow pavement markings at the end of the three year period shall not be less
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/maintenance/finalized/spm9710801-722-i17974.pdf?sfvrsn=a442683b_2SPM9710801-721
PAVEMENT MARKING MATERIALS. (REV 3-8-19) (7-21) SUBARTICLE 971-8.1 is deleted and the following substituted: 971-8.1 General: Two reactive component materials intended for use under this Specification shall include, but not be limited to, MMA (methyl methacrylate), epoxies, polyesters, Retroreflectivity: The white and yellow pavement markings shall attain an initial retroreflectance, of the white and yellow pavement markings at the end of the three year period shall not be less than
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/maintenance/finalized/spm9710801-721.pdf?sfvrsn=2028c80a_2SP9710801
PAVEMENT MARKING MATERIALS. (REV 3-8-19) (7-20) SUBARTICLE 971-8.1 is deleted and the following substituted: 971-8.1 General: Two reactive component materials intended for use under this Specification shall include, but not be limited to, MMA (methyl methacrylate), epoxies, polyesters, Retroreflectivity: The white and yellow pavement markings shall attain an initial retroreflectance, of the white and yellow pavement markings at the end of the three year period shall not be less than 150 mcd
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/finalized/sp9710801.docx?sfvrsn=576a976a_29320501-724FHWA
: 9320501 Nonmetallic Accessory Materials for Concrete Pavement and Concrete Structures. Dear Mr, ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV 6-28-23) SUBARTICLE 932-5.1, shaft excavation. 9320501 NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9320501-724fhwa.pdf?sfvrsn=b59a9aa3_1