7241 search results for Pavement
SS9700133
970 RAISED R E T R O - R E F L E C T I V E P A V E MENT MARKERS-IN-SERVICE MINIMUMREFLECTIVEINTENSITY. (REV5-2-06)(FA7-24-06)(1-07) SUBARTICLE970-1.3.3(Page861)isdeletedandthefollowingsubstituted: 970-1.3.3In-serviceMinimumReflectiveIntensity: The Class B reflective pavement marker shall retain a minimum coefficient of luminous intensity for 18 months of not less than 30% of the values shown in Table 1 of ASTM D 4280, and a minimum luminous intensity of 0.2 cd/fc at the end of two
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss970013316e4b8f546084f058fed9117e53e6d60.pdf?sfvrsn=c36f0778_0SS9700133
970 RAISED R E T R O - R E F L E C T I V E P A V E MENT MARKERS-IN-SERVICE MINIMUMREFLECTIVEINTENSITY. (REV5-2-06)(FA7-24-06)(1-07) SUBARTICLE970-1.3.3(Page861)isdeletedandthefollowingsubstituted: 970-1.3.3In-serviceMinimumReflectiveIntensity: The Class B reflective pavement marker shall retain a minimum coefficient of luminous intensity for 18 months of not less than 30% of the values shown in Table 1 of ASTM D 4280, and a minimum luminous intensity of 0.2 cd/fc at the end of two
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss9700133.pdf?sfvrsn=eb023a8_09710701.impl
971 TRAFFIC MARKING MATERIALS. (REV 6-26-14) (FA 8-26-14) (1-15) SUBARTICLE 971-7.1 is deleted and the following substituted: 971-7.1 General: The materials for pavement stripes and markings shall consist of white or yellow weather-resistant reflective film as specified herein. The pigment, glass spheres, and filler shall be well dispersed in the resin. However, the requirements delineated in this Specification and Section 713 shall apply. The material shall be free from all skins
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/9710701.impl.pdf?sfvrsn=96a57add_09310306.impl
931 METAL A C C E S S O R Y M A T E R IALS FOR CONCRETE PAVEMENT AND CONCRETE S T R U C TURES. (REV12-9-13)(FA12-16-13)(7-14) SUBARTICLE931-3.6isdeletedandthefollowingsubstituted: 931-3.6Materials:Thewirefortheweldedassemblyshallbe in accordance with all applicable requirements of ASTM A82. Afterfabrication,applyonecoatofalkydprimer meeting the material requirements of SSPC Paint 25. Apply the primer in accordance with the manufacturer’s recommendations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/9310306.impl.pdf?sfvrsn=e6c71a2_0SS3531100
353 CONCRETEPAVEMENT SLAB REPLACEMENT-METHOD OF MEASUREMENT. (REV12-11-07)(FA12-27-07)(7-08) ARTICLE353-11(Page353)isdeletedandthefollowing substituted: 353-11 Method of Measurement. Thequantity to be paid for will be the volume, in cubic yards, of concrete placed and accepted. The quantity will be calculated on the basis of field-measured horizontal dimensions and pavement design thickness. No additional compensation will be allowed for additional concrete required to bring
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3531100.pdf?sfvrsn=9da6c628_03520800-723resp
3520800 All Jobs 3520800 GRINDING CONCRETE PAVEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW John Bosnoian, P.E., C.W.I (904) 903-0934 jbosnoian@hntb.com Comments: (9-1-22 Industry) Would this additional pay quantity be eligible for design build lump sum projects as well? Response: The proposed changes are for the Standard Specifications. However, we do plan to also make changes to the Design Build Boiler Plate and Lump Sum Special Provisions so the proposed changes would also apply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/3520800-723resp.pdf?sfvrsn=a7ec87b9_13500100ind
pavement joints be cleaned according to joint sealant manufacturer instructions rather than prescriptive directions. Justification: Required concrete pavement joints to be cleaned according to joint, concrete pavement joint sealant. What financial impact does the change have; project costs, pay item, ? The Standard Specifications eBook and Workbook are effective July 1st every year. CEMENT CONCRETE PAVEMENT, Grinding Concrete Pavement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 352 Curing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/3500100ind.pdf?sfvrsn=77e1ea87_1Exhibit 213-5 Redines
Provide pavement markings for gore channelization 2. warranted. to determine if sign assemblies C, " White 2'-4' Channelization (See Index 711-001) Pavement Marking for Gore 6" White Bike Ramp (Typ, C C D J A B A B (See Index 711-001) Traffic Separation (Typ.) Pavement Marking for 2X2 ROUNDABOUT SIGNING AND PAVEMENT MARKINGS Directional Indicator (Typ.) 01/01/2026 EXHIBIT 213-5 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-213-5-redines.pdf?sfvrsn=b0f632f8_2Exhibit 213-5
Provide pavement markings for gore channelization 2. warranted. to determine if sign assemblies C, " White 2'-4' Channelization (See Index 711-001) Pavement Marking for Gore 6" White Bike Ramp (Typ, C C D J A B A B (See Index 711-001) Traffic Separation (Typ.) Pavement Marking for 2X2 ROUNDABOUT SIGNING AND PAVEMENT MARKINGS Directional Indicator (Typ.) 01/01/2026 EXHIBIT 213-5 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-213-5.pdf?sfvrsn=3e44e2b5_1SPI-353-001
Standard Plans Instructions Topic No. 625-010-003 Index 353-001 Concrete Slab Replacement FY 2026-27 1 Index 353-001 Concrete Slab Replacement Design Criteria Rigid Pavement Design Manual (RPDM), FDOT Standard Specifications Design Assumptions and Limitations Slab replacement includes, of pavement repair should be shown on the plans. Payment Item number Item Description Unit Measure 353-70 Concrete Pavement Slab Replacement CY 350-5 Cleaning and Sealing Joints (New and Existing Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-353-001.pdf?sfvrsn=902532b4_120250930_452846-1_SR 70_13120
: Overall Pavement Condition (from DMO field review):Fair Typical Section:1 9/30/2025 Lanes: SR 683 (US, . 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.) MANATEESR No.: Paved: Y STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20250930_452846-1_sr-70_13120.pdf?sfvrsn=9d6a15_1SummaryOfChanges2026FPDM
2026 FDOT Flexible Pavement Design Manual Summary of the Revisions: Chapter 2 o Updated to incorporate FC-7 as another friction course type. o Removed typical FC thicknesses since, clarification that DGFC can be used as a structural layer of pavement, and also to make corrections, course type. o Table 7.1 updated PCS ratings listed for Fair and Poor existing pavement conditions, that. Previously, PCS values were in increments of 0.5 – now they are 0.1. o 7.8.5, Pavement Only
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/pm/publications/summaryofchanges2026fpdm.pdf?sfvrsn=23b2e0f7_1SummaryOfChanges2026RPDM
2026 FDOT Rigid Pavement Design Manual Summary of the Revisions: Chapter 8 o Section 8.9, Poor Ride Quality, includes a minor update to use correct terminology of “High speed profiler.” Chapter 10 o 10.2, Slab Replacement, was updated to provide additional guidance on when to call for replacement of short slabs for constructability reasons. This is not a change in policy, but an addition of guidance at the request of the State Construction Office
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/pm/publications/summaryofchanges2026rpdm.pdf?sfvrsn=f091d796_11020100-723FHWA
traffic control and safety devices during construction. Furnish and install work zone pavement, to existing pavement open to traffic. 102-2 Materials. Meet the following requirements: Raised Pavement Marker Adhesive* . . . . . . . . . . . . . . . . Section 706970 Temporary Raised Pavement, * ............................................................ … Section 710971 Pavement Marking Materials* . . . . . . . . . . . . . . . . . . . . . . . . . . . . … Section 971 Temporary Raised Pavement Markers*Section 990Removable Tape
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/1020100-723fhwa.pdf?sfvrsn=b43fd612_2E51F6
Improvements, Curb & Gutter, Sidewalk, Traffic Signals, Signing/Pavement Markings, and Lighting, ASPHALT PAVEMENT, 1" AVG DEPTHSY252.000 0327- 70- 2MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTHSY8,138.000 0327- 70- 4MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTHSY116,237.000 0327- 70- 6MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTHSY33,652.000 0327- 70- 11MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTHSY5,423.000 0327- 70- 20MILLING EXISTING ASPHALT PAVEMENT, 3 3/4" AVG
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/mar05/e51f6.pdf?sfvrsn=488a31e3_1E21G7-R0BidTabs
: 0005 0327 70 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 1,500.000 SY 10.00000 15,000.00 8.00000 12,000.00 25.00000 37,500.00 0010 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2, MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH 3,000.000 SY 6.00000 18,000.00 10.00000, PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 5.000 GM 1,000.00000 5,000.00 2,700.00000 13,500.00 1,000.00000 5,000.00 0055 0710 11123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/bid-tabs/2024/dec11/e21g7-r0bidtabs.pdf?sfvrsn=921a1e94_1E3Y56
this Work Document-Driven Contract consists of the removal and placement of concrete ditch pavement, and grubbing of 6 feet in width on each side of the concrete ditch pavement. Maintenance of Traffic, ALT Item Description Unit Quantity Section 0001 CONCRETE PAVEMENT SURFACE REPAIR (SF) 0104- 10- 3, CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 500.000 0524- 1- 4 CONCRETE DITCH PAVEMENT, NON, DITCH PAVEMENT REPAIR CY 60.000 E524- 2- 1 CONCRETE SLOPE PAVEMENT REPAIR CY 30.000 E570- 9- 1 WATER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/mar13/e3y56.pdf?sfvrsn=1f352c0f_1SS7117000redline
thermoplastic traffic stripes andpavement markings from pavement surfaces. 711-70.2 Removal Requirements. Remove existing pavement marking by water blasting, grinding, sandblasting, or other method, the removal operations. Remove all pavement marking materials from the pavement surface. Remove accumulated, the requirements of Section 711 before the end of the workday. 711-70.3 Protection of Existing Pavement Surfaces. Conductremoval operations in a manner that will not damage existing pavement surfaces
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/maintenance/review-package/ss7117000redline.pdf?sfvrsn=9f952e90_0SS7107000redline
from pavement surfaces. 710-70.2 Removal Requirements. Remove existing pavement markings by water, and accumulation of debris from the removal operations. Remove all pavement marking materials from the pavement surface. Remove accumulated piles of any debris as a result of the removal operation from, of Existing Pavement Surfaces. Conductremoval operations in a manner that will not damage existing pavement surfaces (concrete or asphalt) or damage pavement joint materials. Repair, to the satisfaction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/maintenance/review-package/ss7107000redline.pdf?sfvrsn=dd069dcc_09710605.impl
971 PAVEMENT MARKING MATERIALS. (REV12-21-15)(FA1-28-16)(7-16) SUBARTICLE971-6.5.1isdeletedandthefollowingsubstituted: 971-6.5.1Retroreflectivity:Thewhite pavement markings other than, /lx·m 2 . Black pavement markings shall have a retroreflectance of less than 5 mcd/lx m 2 . The retroreflectance of the white pavement markings at the end of the three year period shall, to bear traffic in not more than two minutes. 971-10.4.2 Retroreflectivity: The white pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9710605.impl.pdf?sfvrsn=f368a079_0