7440 search results for Pavement
7010700.resp
7010700 PROFILED THERMOPLASTIC PAVEMENT MARKINGS INTERNAL/INDUSTRY REVIEW COMMENTS ****************************************************************************** Chad Rucks 772-429-4938, : (12-6-16) Profiled Thermoplastic Pavement Markings, the second paragraph cites: ‘The longitudinal pavement markings shall show no signs of failure due to blistering, excessive cracking, chipping, discoloration, poor adhesion to the pavement, loss of retroreflectivity or vehicular damage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/7010700.resp.pdf?sfvrsn=5b5e702f_0D1600003.do
STABILIZED SUBBASE UNDER CONCRETE PAVEMENT. (REV 1-3-94) (7-00) ARTICLE 160-3 (of the Supplemental Specifications) is expanded by the following: Whenstabilizedsubbaseisspecifiedforuseunderconcretepavement, use shell commercial stabilizing material meeting the requirements of Section 913. Backdump and spread the shell on the prepared subgrade to a depth of 4 inches [100 mm] loose measure and mix and compact to a final depth of 12 inches [300 mm]. Duringpavingoperations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1600003.do.pdf?sfvrsn=80c35e92_0D1600003.do
STABILIZED SUBBASE UNDER CONCRETE PAVEMENT. (REV 1-3-94) (7-00) ARTICLE 160-3 (Page 181) is expanded by the following: Whenstabilizedsubbaseisspecifiedforuseunderconcretepavement, use shell commercial stabilizing material meeting the requirements of Section 913. Backdump and spread the shell on the prepared subgrade to a depth of 4 inches [100 mm] loose measure and mix and compact to a final depth of 12 inches [300 mm]. Duringpavingoperations,keepthesubgradeinadvanceofthepavingtrain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d1600003.do.pdf?sfvrsn=11ac15f2_07090000SS
to the pavement utilizing equipment that will produce continuously uniform dimensions of the stripe, of varying, Application. 709-4.1 General: Apply the Two Reactive Component product to the pavement, and markings, remove any material that would adversely affect the bond of the pavement stripes and markings, ’s recommendations for application temperature. Do not apply pavement markings when winds, of portland cement concrete pavement. Applytrafficstripesormarkings, having well defined edges, over
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/7090000ss.pdf?sfvrsn=113fdfaa_09900500.FHWA
is deleted and the following substituted: 990-5 Temporary Retroreflective Pavement Markers. Temporary retroreflective pavement markers (RPM’s) shall meet the requirements of Section 970, the product meets the requirements of this Section. 990-5.1 Class A Temporary Retroreflective Pavement, . Themarker’s retroreflective face shall be completely visible and above the pavement surface after installation, measured from a line even with the pavement perpendicular to the face of the marker
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9900500.fhwa.pdf?sfvrsn=a39662be_09310036SS
931 METAL A C C E S S O R Y M A T E R IALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV4-15-05)(FA8-18-05)(1-06) SUBARTICLE931-3.6(Page829)isdeletedandthefollowingsubstituted: 931-3.6Materials:Thewirefortheweldedassemblyshallbe in accordance with all applicable requirements of ASTM A 82. Applyonecoatofrustpreventativecompound meeting the requirements of 560-2.7. Apply the rust preventive in accordance with the manufacturers recommendations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9310036ssbb0a05f8f35b46f08e234e26066b6217.pdf?sfvrsn=30161afa_09900500.impl
990 TEMPORARYTRAFFICCONTROLDEVICEMATERIALS. (REV10-30-15)(FA1-15-16)(7-16) ARTICLE990-5isdeleted and the following substituted: 990-5 Temporary Retroreflective Pavement Markers. Temporary retroreflective pavement markers (RPM’s) shall meet the requirements of Section 970 and this Section, the product meets the requirements of this Section. 990-5.1 Class D Temporary Retroreflective Pavement, Adhesion: The tabs must adhere to the pavement such that no tab dislodges. Install in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9900500.impl.pdf?sfvrsn=dd68f96c_09310101-2.comm
9310101-2 METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES COMMENTS FROM INTERNAL/INDUSTRY REVIEW Brian Hermany (via Deborah Ihsan) 561-370-1140 Comments: (12-3-15) It appears that we may be allowing “TEST” Bundles/pieces of rebar to be shipped to the job. I know that is not the intent. Suggest rewording the last sentence to “Samples shall be obtained from steel that is delivered to the jobsite” This will allow the random sample to be taken from anywhere
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/9310101-2.comm.pdf?sfvrsn=44433ebc_07110500.resp
7110500 THERMOPLASTIC PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Karen Byram 414-4353 karen.byram@dot.state.fl.us Comments: (12-1-15) The second sentence should be expanded to state: At the time of notification, submit a certification, in accordance with Section 6, to the Engineer with the APL number and the batch/LOT numbers of the thermoplastic and glass spheres to be used. Response: Referring to Section 6 does not serve any purpose. The Section 6 reference
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/7110500.resp.pdf?sfvrsn=4960144f_07100600.resp
7100600 PAINTED PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Karen Byram 414-4353 karen.byram@dot.state.fl.us Comments: (12-1-15) The second sentence should be expanded to state: At the time of notification, submit a certification, in accordance with Section 6, to the Engineer with the APL number and the batch or LOT numbers of the paint and glass spheres to be used. Response: to Section 6 does not serve any purpose. The Section 6 reference to Contractor certifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/7100600.resp.pdf?sfvrsn=4bb35404_07090500.resp
7090500 TWO REACTIVE COMPONENTS PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Karen Byram 414-4353 karen.byram@dot.state.fl.us Comments: (12-1-15) The second sentence should be expanded to state: At the time of notification, submit a certification, in accordance with Section 6, to the Engineer with the APL number and the batch/Lot numbers of the materials and glass spheres or retroreflective elements to be used. Response: Referring to Section 6 does not serve any purpose
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/7090500.resp.pdf?sfvrsn=f180e663_07090500.comm
7090500 TWO REACTIVE COMPONENTS PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Karen Byram 414-4353 karen.byram@dot.state.fl.us Comments: (12-1-15) The second sentence should be expanded to state: At the time of notification, submit a certification, in accordance with Section 6, to the Engineer with the APL number and the batch/Lot numbers of the materials and glass spheres or retroreflective elements to be used. Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/7090500.comm.pdf?sfvrsn=3c3e2e32_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/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_2