7241 search results for Pavement
3370704.impl
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/implemented/3370704.impl.pdf?sfvrsn=fd750ea5_0SS9310306
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. (REV3-3-08)(FA5-15-08)(1-09) SUBARTICLE931-3.6(Page815)isdeletedandthefollowingsubstituted: 931-3.6 M a t e r i a l s : T h e w i r e f o r t h e w e l d e d a s s e m b l y s h a l l be in accordance with all applicable requirements of ASTM A 82. Applyonecoatofrustpreventativecompound meeting the requirements of 560-2.6. Apply the rust preventive in accordance with the manufacturer’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9310306.pdf?sfvrsn=52a60064_07090700.origind
is deleted and the following substituted: 709-7 Observation Period. Longitudinal pavement markings, with the satisfactory completion and acceptance of the work. The longitudinal pavement markings shall, adhesion to the pavement, loss of reflectivity or vehicular damage. The retroreflectivity shall meet, to the Department, any longitudinal pavement markings that do not perform satisfactorily under
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/7090700.origind.pdf?sfvrsn=b6c80a07_07130700.origind
substituted: 713-7 Observation Period. Longitudinal pavement markings are subject to a 180 day, completion and acceptance of the work. The longitudinal pavement markings shall show no signs of failure due to blistering, excessive cracking, chipping, discoloration, poor adhesion to the pavement, longitudinal pavement markings that do not perform satisfactorily under traffic during the 180 day
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/7130700.origind.pdf?sfvrsn=e8868559_07110700.origind
substituted: 711-7 Observation Period. Longitudinal pavement markings are subject to a 180 day, completion and acceptance of the work. The longitudinal pavement markings shall show no signs of failure due to blistering, excessive cracking, chipping, discoloration, poor adhesion to the pavement, longitudinal pavement markings that do not perform satisfactorily under traffic during the 180 day
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/7110700.origind.pdf?sfvrsn=77368fef_01101103.comm
1101103 CLEARING AND GRUBBING COMMENTS FROM INTERNAL/INDUSTRY REVIEW Rudy Powell 414-4280 rudy.powell@dot.state.fl.us Comments: (12-12-13) Should this phrase remain with the last paragraph? “When a separate item for Removal of Existing Pavement is provided” Will sometimes a pay item be provided and sometimes not? Response: ****************************************************************************** D4 Const. Comments: (1-8-14) Not sure what problem we are trying to fix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/1101103.comm.pdf?sfvrsn=c64bca01_09310102.resp
9310102 All Jobs 9310102 Metal Accessory Materials for concrete pavement and concrete Structures COMMENTS FROM INTERNAL/INDUSTRY REVIEW Gevin J. McDaniel, P.E. Senior Structures Design Engineer Comment: (10-17-13) The ASTM requirements should only be listed in Section 931. All other sections should refer to 931 instead of the ASTM. Response: I agree with the comment and propose changes in Section 931 as followis Section 931 is expanded as follows: 931-3.6 Materials: The wire
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/9310102.resp.pdf?sfvrsn=66ba683d_05460100-723origind
and smooth interiors without tearing the finished pavement. On a daily basis, before opening, ). Restore any pavement to the satisfaction of the Engineer, at no additional cost to the Department, as distance from top of pavement grade to top of ground-in surface. ground-in grooves, thermoplastic pavement markings. Measure, record and certify on a Department approved form and submit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/5460100-723origind.pdf?sfvrsn=768c04f7_1Office of Design Documents and Publications
, Handbooks and Design Aids Pavement Management Publications Pavement Management Publications issued by the State Roadway Design Office which includes Rigid Pavement Design Manual, Pavement Type Selection Manual and the Flexible Pavement Design Manual. The Rigid and Flexible Pavement Design Manuals include information necessary to design a new pavement or develop a properly engineered rehabilitation project. The Pavement Type Selection Manual includes methods and computations
https://www.fdot.gov/design/publicationslist.shtm20250627_450727-1_SR 865_12004
MAX1.406.106.1016.6512.753.800.00.06.80 MIN0.701.702.706.956.001.400.00.00.00 LAYER COEF.0.170.25UNKW0.180.08 Pavement Condition, : Shoulder Type and Condition: Overall Pavement Condition (from DMO field review):Fair Typical Section, Mainline Cores (ML) PAVEMENT LAYER (IN.) LEESR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID, 2.8 F 0.0 0.0 0.15 Pavement change. 46 2.948 TL RR Y 1.0 2.6 3.6 10.9 9.5 F 0.0 0.0 1.55 47 2.982
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20250627_450727-1_sr-865_12004.pdf?sfvrsn=5e36363a_1E59F2
friction surface treatment application, signing/pavement marking, and intelligent transportation, PAVEMENT, 1 1/2" AVG DEPTH SY 653.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH, , TYPE 1 SY 410.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 105.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 0.174 0710- 11-123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" LF 232.000 0710- 11-201 PAINTED PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/sep03/e59f2.pdf?sfvrsn=d81cbe97_1E4X90
), polyurethane injection, pavement markings (detectable, RPM, painted, thermoplastic, bike lane), signing, 230.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 36,757.000 0334- 1- 13, , TYPE 4, 2 PLANE BACK, BASE MOUNT EA 1.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 2.211 0710- 11-102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE AND URBAN ISLAND, 8" GM 0.030 0710- 11-123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/sep05/e4x90.pdf?sfvrsn=a99576c7_1E8W39-R0
, concrete slope pavement and other miscellaneous concrete repair, at various locations along, - MISCELLANEOUS ASPHALT PAVEMENT TN 15.000 0350- 5- CLEANING & SEALING JOINTS- CONCRETE PAVEMENT LF, , STEEL LF 20.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 20.000 0530- 1-100
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/sep09/e8w39-r0.pdf?sfvrsn=7e7f6936_1E53D8BidTabs
Order: 001 Counties: BREVARD E53D8 Contract: Contract Time: Vendor Ranking PAVEMENT MARKINGS, and replacement of thermoplastic pavement markings and RPMs on various roadways in Brevard County, of experience in the performance of Pavement Markings, or the Project Superintendent must have, a certificate of prequalification with the Department in "Pavement Markings" will suffice to meet the above requirements. 300 CALENDAR DAYS Project(s): 44410017219 (*) Fed Aid No: PAVEMENT MARKINGS N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/aug05/e53d8bidtabs.pdf?sfvrsn=ee68f3b4_1Estimates Bulletin 15-01
, Stefanie Maxwell , Deanna Carro ll, Chris Lewis Pavement Marking Guidance Thi s bulletin updates the pay items , in coordination with Roadway Design Bulletin 15-02 , for the selection of pavement, wide task team to c larify and agree on the proper pavement marking material se lection for each, , to be consistent across the various pavement marking sections. REQUIREMENTS I . Meet, for Pavement Marking Materia ls Selection. 2. Meet the requirem ents of Estimates Bu lletin l5-02
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/bulletins/fpc/2015/estimates-bulletin-15-01.pdf?sfvrsn=ed0e504d_1Program Management Bulletin 22-01
) and permanent pavement markings are two low-cost safety countermeasures that will be mandatory, pavement marking materials per FDOT Design Manual, Chapter 230 and Audible Vibratory Treatments per, agencies are using painted pavement markings, which are recommended for temporary use and have a service life of approximately 6 to 18 months. Painted pavement markings that are not maintained, public. The use of permanent pavement markings will enhance visibility and provide a service life
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/bulletins/fpo/2022/program-management-bulletin-22-01.pdf?sfvrsn=f380e339_1Documents and Publications
Treatment Guidelines (PDF-1MB) History of Florida Pavement Condition Survey (PDF-135KB) I - J, Pavement Condition Survey - Flexible Handbook (PDF-2.9MB) Pavement Condition Survey - History (1973-Present) (PDF-908KB) Pavement Condition Survey - Rigid Handbook (PDF-1.69MB) Pit Proctor
https://www.fdot.gov/materials/navigation/documents.shtmE58F3BidTabs
ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 19,378.000 SY 3.75000 72,667.50 3.00000 58,134.00 5.40000, RAISED PAVEMENT MARKER, TYPE B 350.000 EA 5.00000 1,750.00 4.50000 1,575.00 6.00000 2,100.00 0105 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 1.886 GM 1,850.00000 3,489.10 2,150.00000 4,054.90 3,172.31000 5,982.98 0110 0710 11123 PAINTED PAVEMENT MARKINGS, STANDARD, 5.16000 3,023.76 0115 0710 11124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR DIAGONAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/sept3/e58f3bidtabs.pdf?sfvrsn=2833246c_1Exhibit 220-1 Redlines
8 ft, have been omitted for clarity required traffic control devices Some pavement markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-220-1-redlines.pdf?sfvrsn=15e477e8_3Exhibit 913-1
Exhibit 913-1 2-Lane Flush Shoulder Date: 1/1/2026 SHOULDER PAVEMENT TRAFFIC DATA R/W LINE LIMITS OF CONSTRUCTION STANDARD CLEARING AND GRUBBING LIMITS OF CONSTRUCTION R/W LINE � CONST. TRAVEL LANES R/W 124' SMOOTHNESS CLASS 3 STA. 10+00.00 TO STA. 98+40.00 SR 22 TYPICAL SECTION SHOULDER PAVEMENT DETAIL ") (PG 76-22) 2 1 FRICTION COURSE FC-12.5 (TRAFFIC C) (1 TYPE SP, VARIES LBR 40 TYPE B STABILIZATION 12" PAVEMENT DETAIL. SHOULDER SEE PAVEMENT SHOULDER 5' 10
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-913-1.pdf?sfvrsn=1a3d9f60_1