7241 search results for Pavement
3270301.FHWA
Asphalt Pavement. Dear Mr. Nguyen: We are submitting, for your approval, two copies of the above, as a Raised Pavement Marker. Please review and transmit your comments, if any, within two weeks, ' Assoc. State Construction Engineer 3270301 All Jobs MILLING OF EXISTING ASPHALT PAVEMENT (REV, General: Remove the existing raised reflective pavement markers (RPMs) before milling. Include, rideability or cross slope, remove the existing pavement to the average depth specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/3270301.fhwa.pdf?sfvrsn=437a955c_05460302.impl
that have well-defined edges and smooth interiors without tearing the finished pavement. On a daily, in recycled asphalt (RAP). Restore any pavement to the satisfaction of the Engineer, at no additional, . For arterial and collector roadways, measure depth every 500 feet. Measure depth as distance from pavement, prior to the placement of longitudinal thermoplastic pavement markings. Measure, record and certify
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/5460302.impl.pdf?sfvrsn=4314549f_07091000.comm
7091000 TWO REACTIVE COMPONENTS PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Stephen A Nichols 850-878-5001 stephen.nichols@stantec.com Comments: (11-7-17) 7101000 and 7091000 indicate a 2' - 2' skip strip. However if each skip strip element is 2 foot long and is placed at a 2 foot spacing, don't they become a solid line and no longer a dashed line? Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/7091000.comm.pdf?sfvrsn=5dbcdc2b_07091000.resp
7091000 TWO REACTIVE COMPONENTS PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Stephen A Nichols 850-878-5001 stephen.nichols@stantec.com Comments: (11-7-17) 7101000 and 7091000 indicate a 2' - 2' skip strip. However if each skip strip element is 2 foot long and is placed at a 2 foot spacing, don't they become a solid line and no longer a dashed line? Response: These markings consist of a 2’ long line segment with a 2’ gap. No change made. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/7091000.resp.pdf?sfvrsn=c628763a_07101000.comm
7101000 PAINTED PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Stephen A Nichols 850-878-5001 stephen.nichols@stantec.com Comments: (11-7-17) 7101000 and 7091000 indicate a 2' - 2' skip strip. However if each skip strip element is 2 foot long and is placed at a 2 foot spacing, don't they become a solid line and no longer a dashed line? Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/7101000.comm.pdf?sfvrsn=6a95de55_07101000.resp
7101000 PAINTED PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Stephen A Nichols 850-878-5001 stephen.nichols@stantec.com Comments: (11-7-17) 7101000 and 7091000 indicate a 2' - 2' skip strip. However if each skip strip element is 2 foot long and is placed at a 2 foot spacing, don't they become a solid line and no longer a dashed line? Response: These markings consist of a 2’ long line segment with a 2’ gap. No change made. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/7101000.resp.pdf?sfvrsn=3798eb78_07100401.resp
7100401 PAINTED PAVEMENT MARKINGS (FINAL SURFACE) COMMENTS FROM INTERNAL/INDUSTRY REVIEW District Three Comments: (Industry, 07-27-17) Will the second application on the rumble striping be separated or be included within the LS price for Final Surface Markings? Should this be stated? Response: No change needed. Please see Section 710-11.2 of the Specification. This states that all applications are included in the lump sum. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/7100401.resp.pdf?sfvrsn=449da667_05241000.comm
5241000 CONCRETE SLOPE AND DITCH PAVEMENT INTERNAL/INDUSTRY REVIEW COMMENTS ****************************************************************************** Cheryl Poucher 386-961-7589, and Slope Pavement go down since we will be paying the contractor separately for the removal, is built into the cost for new Ditch and Slope Pavement? Response, of these items. The removal of concrete sidewalk, curb and gutter, ditch pavement, etc.. are some
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/5241000.comm.pdf?sfvrsn=9e12591_07010700.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
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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
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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
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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_0