7241 search results for Pavement
PublicHearing_SUMTER COUNTY_Summary
for Project 438562-2 $24,228,173 445295-1 - SR 471 FROM CR 478A TO SR 35/US 301 Type of Work: PAVEMENT, 448377-1 $24,842,035 450635-1 - SR48/SR475 FROM BELT AVENUE TO NOBLE AVENUE Type of Work: PAVEMENT, OF SR-471/TARRYTOWN RD Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2026 2027 2028 2029, WITHLACOOCHEE TO SR 50 Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2026 2027, COUNTY LINE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2026 2027 2028 2029
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_sumter-county_summary911e678a-cf59-400c-a881-8217ab3aa689.pdf?sfvrsn=fa2b2ef8_2Documents and Publications
/A Construction (850) 414-4150 Flexible Pavement Design Manual Download Manual $0.00 Production, /A Traffic Operations (850) 410-5600 Pavement Condition Survey Handbook - Flexible Download Handbook N/A Materials (352) 955-6600 Pavement Condition Survey Handbook - Rigid Download Handbook N/A Materials (352) 955-6600 Pavement Type Selection Manual Download Manual $0.00 Production, of Way (850) 414-4545 Rigid Pavement Design Manual (2009) Download Manual $0.00 Production Support
https://www.fdot.gov/publications/publications.shtmFDOTSubassembliesExistingFeatures
; pavement, curbs, shoulders, sidewalks, as well as at grade traffic separators, guardrails, and Back line. Traffic Separators must lie between pavement pairs. Guardrails and Shoulders cannot lie between pavement geometry. Guardrails must be on the correct side layer in direction of alignment (Ex: RT or LT). To limit the number of pavement lines searched, create a line or polyline on ‘Scratch2’ to exclude areas of pavement not required in section. Adjusting the Corridor After
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/fdotsubassembliesexistingfeatures.pdf?sfvrsn=ff63bd1a_2FDOTSubassembliesExistingFeatures1431835300
; pavement, curbs, shoulders, sidewalks, as well as at grade traffic separators, guardrails, and Back line. Traffic Separators must lie between pavement pairs. Guardrails and Shoulders cannot lie between pavement geometry. Guardrails must be on the correct side layer in direction of alignment (Ex: RT or LT). To limit the number of pavement lines searched, create a line or polyline on ‘Scratch2’ to exclude areas of pavement not required in section. Adjusting the Corridor After
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/fdotsubassembliesexistingfeatures1431835300.pdf?sfvrsn=cfa6055c_21-22 FHWA Memos
. The portion of the roadbed immediately below the base course or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement. The subgrade limits ordinarily include those, to a depth of 12 inches below the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb and gutter. Substructure. All of that part of a bridge structure below, immediately below the base course or pavement, including below the curb and gutter, valley gutter, shoulder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/1-22-fhwa-memos.pdf?sfvrsn=f1f74a71_2D3-05-08-25BSN
, signing and pavement markings, signalization, and other incidental construction. FPID 453548- 1-52-02, and pavement markings, signalization, and other incidental construction. PRE-QUALIFICATION IS REQUIRED, - 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, SY 3,638.000 0710- 11-125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/may08/d3-05-08-25bsn.pdf?sfvrsn=60f34a1c_1RBituminousTreatmentsSurfaceCoursesand ConcretePavement
pavement requirement at graded connections may be waived for connections by the Engineer in accordance, ¼ " d D e p t h J o i n t L Pavement Top of L/2 (See Note 1) Steel Tie Bar Tie Bar Support D D / 2 Approx. 3" Pavement Top of and Spacer (Typ.) Dowel Support Plastic Cap Metal, ) Plain Steel Dowel Pavement Top of D D / 2 Pavement Top of L L/2 (See Note 1) Steel Tie, Note 5) Plain Steel Dowel Bar Pavement Top of L L/2 (Depth D/3) " Initial Cut 8 1 Filler
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/ser/rbituminoustreatmentssurfacecoursesand-concretepavement.pdf?sfvrsn=565fc77_1D3-05-09-24BSN
, pavement markings, sidewalk replacement, and other incidental construction under FPID 426934-2-52-01, /DRIVEWAY BASE- ASPHALT MATERIAL TN 25.400 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 5,536.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 42,899.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 276.000 0334- 1- 52 SUPERPAVE, ,TRAFFIC B, FC-9.5, PG 76- 22 TN 3,348.300 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 4.100 0425
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/may09/d3-05-09-24bsn.pdf?sfvrsn=c067cf6f_1RBituminousTreatmentsSurfaceCoursesand ConcretePavement
pavement requirement at graded connections may be waived for connections by the Engineer in accordance, ¼ " d D e p t h J o i n t L Pavement Top of L/2 (See Note 1) Steel Tie Bar Tie Bar Support D D / 2 Approx. 3" Pavement Top of and Spacer (Typ.) Dowel Support Plastic Cap Metal, ) Plain Steel Dowel Pavement Top of D D / 2 Pavement Top of L L/2 (See Note 1) Steel Tie, Note 5) Plain Steel Dowel Bar Pavement Top of L L/2 (Depth D/3) " Initial Cut 8 1 Filler
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/ser/rbituminoustreatmentssurfacecoursesand-concretepavement.pdf?sfvrsn=500d3282_1RBituminousTreatmentsSurfaceCoursesand ConcretePavement
pavement requirement at graded connections may be waived for connections by the Engineer in accordance, o ¼ " d D e p t h J o i n t L Pavement Top of L/2 (See Note 1) Steel Tie Bar Tie Bar Support D D / 2 Approx. 3" Pavement Top of and Spacer (Typ.) Dowel Support Plastic, Note 5) Plain Steel Dowel Pavement Top of D D / 2 Pavement Top of L L/2 (See Note 1, Break (See Note 5) Plain Steel Dowel Bar Pavement Top of L L/2 (Depth D/3) " Initial Cut 8 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/ser/rbituminoustreatmentssurfacecoursesand-concretepavement.pdf?sfvrsn=ed6024cd_12024FDM924SelectiveCGPlan
and driveways, buildings, underground and overhead utilities, walls, sidewalks and curbs, pavements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm924selectivecgplan.pdf?sfvrsn=892dcbfd_12025FDM924SelectiveCGPlan
, sidewalks and curbs, pavements, fencing, railroads, bridges, drainage structures and similar items
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm924selectivecgplan.pdf?sfvrsn=9c1102a0_1D3200000.do
320 HOTBITUMINOUSMIXTURES–PLANT,METHODS,ANDEQUIPMENT. (REV12-19-01)(FA1-4-02)(7-02) SECTION320(Pages233-241)isdeletedandthefollowingsubstituted: SECTION320 HOTBITUMINOUSMIXTURES- PLANT,METHODS,ANDEQUIPMENT 320-1General. ThisSectionspecifiestheplantandmethods of operation for preparing all plant-mixed hot bituminous mixtures for surface courses and bases, and the requirements for the equipment to be used in the construction of the pavements and bases. 320-2 Requirements for All
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3200000.do.pdf?sfvrsn=af94b29f_02026FDM924SelectiveCGPlan
Clearing and Grubbing Plans 2 pavements, fencing, railroads, bridges, drainage structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm924selectivecgplan.pdf?sfvrsn=2f074647_2E1W19BidTabs
work, drainage improvements, and signing and pavement marking work on State Road 600 from Buff, 1,905.42 194.30000 12,823.80 108.80000 7,180.80 0105 0327 70 1 MILLING EXISTING ASPHALT PAVEMENT, 1, MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 12,277.000 SY 5.50000 67,523.50 3.90000 47,880.30 3.36000 41,250.72 0115 0327 70 7 MILLING EXISTING ASPHALT PAVEMENT, 4" AVG DEPTH 32,876.000, is bid as Lump Sum 0001 Roadway SECTION: 0175 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2023/oct19/e1w19bidtabs.pdf?sfvrsn=19dfa517_1D. Van Leuven-Resume
lanes, signing and pavement markings and other incidentals. Client: FDOT SR 377 (US 319) from Franklin, ) in Wakulla County. This project also consisted of signing and pavement markings and minor drainage, of thermoplastic striping placement and placement of reflective pavement markers on numerous County Roads, construction, (ADA), guardrail and drainage improvements, signing and pavement marking, and signing and pavement markings. Client: FDOT SR 20/US 27 Resurface from Fenholloway River
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/d-van-leuven-resume.pdf?sfvrsn=391ea6cf_1Standard Plans - FY 2021-22 CADD (DGN - CEL)
500 125-001 DGN Utility Adjustments thru Existing Pavement 307 141-T01 DGN, Treatments, Surface Courses and Concrete Pavement Concrete Pavement 330-001 DGN Paved and Graded Driveways 515/516 350-001 DGN Concrete Pavement Joints 305 353-001, Approach Expansion Joint Concrete Pavement With Special Select Soil Base 306 Structures, 241 444-T01 DGN Deep Well Injection Box 288 446-001 DGN Concrete Pavement
https://www.fdot.gov/design/standardplans/2022/dgns.shtmStandard Plans - FY 2020-21 CADD (DGN - CEL)
Utility Adjustments thru Existing Pavement 307 141-T01 DGN Settlement Plate, Courses and Concrete Pavement Concrete Pavement 330-001 DGN Paved and Graded Driveways 515/516 350-001 DGN Concrete Pavement Joints 305 353-001 DGN Concrete Slab, Concrete Pavement With Special Select Soil Base 306 Structures Concrete Structures, 444-T01 DGN Deep Well Injection Box 288 446-001 DGN Concrete Pavement Subdrainage
https://www.fdot.gov/design/standardplans/2021/21dgns.shtmStandard Plans - FY 2023-24 CADD (DGN - CEL)
Excavation 500 125-001 DGN Utility Adjustments thru Existing Pavement, 506 Bituminous Treatments, Surface Courses and Concrete Pavement Concrete Pavement 330-001 DGN Paved and Graded Driveways 515/516 350-001 DGN Concrete Pavement Joints, Expansion Joint Concrete Pavement With Special Select Soil Base 306 Structures, 241 444-T01 DGN Deep Well Injection Box 288 446-001 DGN Concrete Pavement
https://www.fdot.gov/design/standardplans/2024/dgns.shtmStandard Plans - FY 2022-23 CADD (DGN - CEL)
Adjustments thru Existing Pavement 307 141-T01 DGN Settlement Plate 540, and Concrete Pavement Concrete Pavement 330-001 DGN Paved and Graded Driveways 515/516 350-001 DGN Concrete Pavement Joints 305 353-001 DGN Concrete Slab Replacement 308 370-001 DGN Bridge Approach Expansion Joint Concrete Pavement With Special Select, 288 446-001 DGN Concrete Pavement Subdrainage 287 Structures Foundations - Sheet
https://www.fdot.gov/design/standardplans/2023/dgns.shtm