7444 search results for Pavement
D3270001.do
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 8-31-99) (FA 2-14-00) (1-01) ARTICLE 327-1 (Page 226). The third paragraph is deleted and the following substituted: ForthisContract,theDepartment will retain ownership of of the milled material. Haul and stockpile the material to remain the property of the Department at the location shown on the plans. The Contractor will take ownership of any milled material not to be retained by the Department. ARTICLE 327-6 (Page 229). The text is deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d3270001.do.pdf?sfvrsn=676ae038_06110231SS
611 ACCEPTANCEOFSIGNAL INSTALLATIONS -SUBMITTAL REQUIREMENTS. (REV1-14-03)(FA3-22-04)(1-05) SUBARTICLE611-2.3.1(Page680)isdeletedandthefollowingsubstituted: 611-2.3.1SubmittalRequirements:Submit three sets of as-built plans for review by the Engineer on reproductions of the original 11 by 17 inch sheets. Record all as-built information using block lettering or typed text to ensure legibility. Signing and pavement marking plan sheets may be used instead of signalization plan sheets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/6110231ss3cb380bfb5f7490695dbad403f378ff2.pdf?sfvrsn=20deab3_03530302.FHWA
All Jobs CONCRETE PAVEMENT SLAB REPLACEMENT. (REV 11-4-15) SUBARTICLE 353-3.2 is deleted, , by either a cylinder test report or a printed maturity meter monitoring record. Protect the pavement, being utilized for required maintenance of traffic. 3530302 All Jobs CONCRETE PAVEMENT SLAB, meter monitoring record. Protect the pavement from all traffic, including construction vehicles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3530302.fhwa.pdf?sfvrsn=bb2883f8_03270001SP
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 8-31-99) (FA 2-14-00) (1-01) ARTICLE 327-1 (Page 226). The third paragraph is deleted and the following substituted: ForthisContract,theDepartment will retain ownership of _____ of the milled material. Haul and stockpile the material to remain the property of the Department at the location shown on the plans. The Contractor will take ownership of any milled material not to be retained by the Department. ARTICLE 327-6 (Page 229). The text
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3270001sp.pdf?sfvrsn=5afc9036_07110000SS
, state, and local authorities. 711-4 Application. 711-4.1 General: Remove existing pavement markings, at least 2 inches [50 mm] from any longitudinal joints of Portland cement concrete pavement, . Applythermoplastic material to the pavement either by spray, extrusion or other means approved, ), will have a thickness of 0.10 to 0.15 inch [2.5 to 4.0 mm] when measured above the pavement surface, ] when measured above the pavement surface at the edge of the traffic stripe or marking. 711-4.2.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/7110000ss.pdf?sfvrsn=e13d1ab8_03530302.impl
, by either a cylinder test report or a printed maturity meter monitoring record. Protect the pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/3530302.impl.pdf?sfvrsn=f1baac60_03370704.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_1