7241 search results for Pavement
7010500.origind
Specification: 7010500 Profiled Thermoplastic Pavement Markings In accordance with Specification Development, PAVEMENT MARKINGS (REV 5-174-18) ARTICLE 701-5 is deleted and the following replaced: 701-5 Contractor’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/7010500.origind.pdf?sfvrsn=c5e17a38_04130303.origind
as a Raised Pavement Marker. Please share this proposal with others within your responsibility, and the following substituted: 413-3.3.3 Raised Pavement Markers (RPMs): Protect by masking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/4130303.origind.pdf?sfvrsn=aadfaf69_00070703.FHWA
to protect the pavement or Roadway at the crossing by using lumber, planks, or fill. Movement, points. The Engineer may require the Contractor to protect the pavement or Roadway at the crossing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/0070703.fhwa.pdf?sfvrsn=fb76174e_03520100.FHWA
CONCRETE PAVEMENT. (REV 9-912-30-153-144-8-16) ARTICLE 352-1 is deleted and the following, CONCRETE PAVEMENT. (REV 4-8-16) ARTICLE 352-1 is deleted and the following substituted: 352-1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/3520100.fhwa.pdf?sfvrsn=f1304bc6_07130500.FHWA
Jobs PERMANENT TAPE PAVEMENT MARKINGS. (REV 10-3011-2-15) ARTICLE 713-5 is deleted, packages. 7130500 All Jobs PERMANENT TAPE PAVEMENT MARKINGS. (REV 11-2-15) ARTICLE 713-5 is deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/7130500.fhwa.pdf?sfvrsn=20f799b0_07110500.FHWA
Jobs THERMOPLASTIC PAVEMENT MARKINGS. (REV 10-3011-2-15) ARTICLE 711-5 is deleted, materials and glass spheres packages. 7110500 All Jobs THERMOPLASTIC PAVEMENT MARKINGS. (REV
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/7110500.fhwa.pdf?sfvrsn=4215d846_07100600.FHWA
PAINTED PAVEMENT MARKINGS. (REV 10-3011-2-15) ARTICLE 710-6 is deleted and the following substituted, packages. 7100600 All Jobs PAINTED PAVEMENT MARKINGS. (REV 11-2-15) ARTICLE 710-6 is deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/7100600.fhwa.pdf?sfvrsn=16fb70a4_03370704.FHWA
be approved by the Engineer.) Establish an appropriate rolling pattern for the pavement in order, an appropriate rolling pattern for the pavement in order to effectively seat the mixture without crushing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/3370704.fhwa.pdf?sfvrsn=72bd1cdc_02000601.impl
200 ROCK BASE. (REV 11-4-13) (FA 11-15-13) (7-14) SUBARTICLE 200-6.1 is deleted and the following substituted: 200-6.1 General: Construct mainline pavement lanes, turn lanes, ramps, parking lots, concrete box culverts and retaining wall systems meeting the requirements of 120-8.1, except replace “embankment” with “base”. Construct shoulder-only areas, shared use paths, and sidewalks, Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/2000601.impl.pdf?sfvrsn=8ffcf4a_03300505.origind
so that spills will not affect the pavement integrity and/or be an environmental hazard, or other petroleum products on asphalt paving machines in order to prevent spills from affecting pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/3300505.origind.pdf?sfvrsn=5bd1a1c6_0Maintenance Specifications - January 2018
Separators. CONCRETE DITCH AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15) (1-18) SP5240100 Maintenance Contracts with Ditch and Slope Pavement Repair. GUARDRAIL.(REV 2-22-17) (1-18) SP5360100 Maintenance, that include Object Markers and Delineators. RAISED RETRO-REFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE, Contracts including Edging and Sweeping. 110-70 REMOVAL OF FLEXIBLE PAVEMENT.(REV 8-1-13) (1-18) SS1107000 Maintenance Contracts including the Removal of Flexible Pavement. 120-50 ROADSIDE DITCH OR CANAL
https://www.fdot.gov/programmanagement/maintenance/2018jan/default.shtmMaintenance Specifications - July 2018
and Traffic Separators. CONCRETE DITCH AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15) (7-18) SP5240100 Maintenance Contracts with Ditch and Slope Pavement Repair. GUARDRAIL.(REV 2-22-17) (7-18) SP5360100, Contracts that include Object Markers and Delineators. RAISED RETRO-REFLECTIVE PAVEMENT MARKERS, Maintenance Contracts including Edging and Sweeping. 110-70 REMOVAL OF FLEXIBLE PAVEMENT.(REV 8-1-13) (7-18) SS1107000 Maintenance Contracts including the Removal of Flexible Pavement. 120-50 ROADSIDE
https://www.fdot.gov/programmanagement/maintenance/2018jul/default.shtmMaintenance Specifications - January 2019
Separators. CONCRETE DITCH AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15) (1-19) SP5240100 Maintenance Contracts with Ditch and Slope Pavement Repair. GUARDRAIL.(REV 2-22-17) (1-19) SP5360100 Maintenance Contracts, Object Markers and Delineators. RAISED RETRO-REFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE, Contracts including Edging and Sweeping. 110-70 REMOVAL OF FLEXIBLE PAVEMENT.(REV 8-1-13) (1-19) SS1107000 Maintenance Contracts including the Removal of Flexible Pavement. 120-50 ROADSIDE DITCH OR CANAL
https://www.fdot.gov/programmanagement/maintenance/2019jan/default.shtm20250318_429551-4_SR200_72140
L a n e W h e e l P a t h Pavement Layer C o r e L e n g t h ( i n, 72140000 1.267 None Project No.: 2 State Road No.: Shoulders 429551-4 SR 200 (US-301) Pavement, M i l e P o s t L a n e W h e e l P a t h Pavement Layer County: DUVAL SR201, No.: 429551-4 SR200 (US301)(Tie In) 2 State Road No.: SR200 SR10 (US90) Shoulders Pavement Evaluation, W h e e l P a t h Pavement Layer C o r e L e n g t h ( i n . ) B a s e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20250318_429551-4_sr200_72140.pdf?sfvrsn=f3b573a9_12830100ind
year. RECLAIMED ASPHALT PAVEMENT BASE (REV 4-16-25) ARTICLE 283-1 is deleted and the following substituted: 283-1 Description. Construct a base course composed of reclaimed asphalt pavement (RAP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/2830100ind.pdf?sfvrsn=b3bb42a7_19710605ind
and Workbook are effective July 1st every year. PAVEMENT MARKING MATERIALS (REV 5-15-25) SUBARTICLE 971-6.5 is deleted and the following substituted: 971-6.5 Application Properties: 971-6.5.1 Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9710605ind.pdf?sfvrsn=54149857_1D3-07-10-25FuelAllocation
0.0000 2.7011 279.600 0.000 755.228 0339- 1- TN MISCELLANEOUS ASPHALT PAVEMENT 0.0000 2.4685 41.300, 2.7011 23,646.600 0.000 63,871.831 0339- 1- TN MISCELLANEOUS ASPHALT PAVEMENT 0.0000 2.4685 73.300
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jul10/d3-07-10-25fuelallocation.pdf?sfvrsn=a215c5ce_1E3Y79-R0BidTabs
of pavement markings, removal and replacement of curb and gutter sections, or other incidental conditions, 90.00000 2,250.00 80.00000 2,000.00 190.00000 4,750.00 0080 0327 70 1 MILLING EXISTING ASPHALT PAVEMENT, 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 1,000.000 SY 50.00000 50,000.00 50.00000 50,000.00 57.00000 57,000.00 0090 0327 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 500.000, ASPHALT PAVEMENT, 4" AVG DEPTH 1,000.000 SY 50.00000 50,000.00 15.00000 15,000.00 58.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2025/jun12/e3y79-r0bidtabs.pdf?sfvrsn=4b7c8837_1E6P86
shoulders, slopes and roadside ditches) for proper drainage, protection of pavement edge, and to provide, - 70- SHOULDER REWORK SY 13,500.000 E577- 71- BLADING PAVED SHOULDER, UP TO 24" BEYOND PAVEMENT LF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/aug28/e6p86.pdf?sfvrsn=5fbc9a17_2E4Y06
, resurfacing), concrete (removal, curb and gutter, sidewalk, driveways, prestressed pole), pavement markings, (patterned pavement crosswalk) PLEASE READ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 584.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 24,945.000 0334- 1- 13, - CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 1,094.000 0523- 3- PATTERNED PAVEMENT SY 796.000 0526- 1-101, EA 21.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 568.000 0710- 12-290 PAINTED PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/sep05/e4y06.pdf?sfvrsn=20398096_1