13214 search results for DESIGN
3340102.impl
334 SUPERPAVE A S P H A L T C O N C R E T E . (REV6-21-16)(FA6-21-16)(1-17) SUBARTICLE334-1.2isdeletedandthefollowingsubstituted: 334-1.2TrafficLevels:Therequirements for Type SP Asphalt Concrete mixtures are based on the design traffic level of the project, expressed in 18,000 pound Equivalent Single Axle Loads (ESAL’s). The five traffic levels are as shown in Table 334-1. Table 334-1 Superpave Traffic Levels Traffic Level Traffic Level (1x10 6 ESAL’s) A
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/implemented/3340102.impl.pdf?sfvrsn=e2994123_03340102.comm
of gyrations needed to design a Traffic Level A mixture, should 50 or 65 gyrations be used? Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/comments-responses/3340102.comm.pdf?sfvrsn=3e79b87b_01100104SS
110 CLEARINGANDGRUBBING–MAILBOXES. (REV10-1-03)(FA11-6-03)(7-04) SUBARTICLE110-10.4(Page144)isdeletedandthefollowingsubstituted: 110-10.4Mailboxes:When the Contract Documents require furnishing and installing mailboxes, permit each owner to remove the existing mailbox. Work with the Local Postmaster to develop a method of temporary mail service for the period between removal and installation of the new mailboxes. Install the mailboxes in accordance with the Design Standards
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/1100104ss.pdf?sfvrsn=50c30c52_07151600.FHWA
and the Design Standards. 3.ServicePoint: The Contract unit price will include the service pole, and internal conduit and conductors for the service as indicated in the Plans and the Design Standards, with lock nuts and washers as indicated in the Plans and the Design Standards. 5.Luminaire: The Contract, in the Plans and the Design Standards. 6.PullBox:Payment will be made in accordance with Section 635, as indicated in the Contract Documents and the Design Standards. 8.FrangibleBaseforLightPole:The Contract
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/7151600.fhwa.pdf?sfvrsn=2a97bab1_05360206.impl
536 GUARDRAIL. (REV9-3-15)(FA10-20-15)(7-16) SUBARTICLE536-2.6isdeletedandthefollowingsubstituted: 536-2.6BarrierDelineator:Mountbarrierdelineatorsontotheguardrailpostby adhesiveor mechanical means as per the manufacturer’s recommendations and in accordance with the details shown in the Plans and the Design Standards. Provide delineators that meet the requirements of Section 705 and listed on the APL. Manufacturers seeking evaluation of their product shall submit an application
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/5360206.impl.pdf?sfvrsn=953841db_03340102.impl
334 SUPERPAVE A S P H A L T C O N C R E T E . (REV2-12-16)(FA3-30-16)(7-16) SUBARTICLE334-1.2isdeletedandthefollowingsubstituted: 334-1.2TrafficLevels:Therequirements for Type SP Asphalt Concrete mixtures are based on the design traffic level of the project, expressed in 18,000 pound Equivalent Single Axle Loads (ESAL’s). The five traffic levels are as shown in Table 334-1. Table 334-1 Superpave Traffic Levels Traffic Level Traffic Level (1x10 6 ESAL’s) A
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/3340102.impl.pdf?sfvrsn=1016eb15_01021110.impl
102 MAINTENANCEOFTRAFFIC. (REV9-21-15)(FA10-26-15)(7-16) SUBARTICLE102-11.10isdeletedandthefollowingsubstituted: 102-11.10BarrierDelineators: The number of barrier delineators, installed on top of barrier wall and vehicular LCDs, used on the project, meeting the requirements of the Design Standards and Section 705. SUBARTICLE 102-13.10 is deleted and the following substituted: 102-13.10 Barrier Delineators: No separate payment will be made for barrier delineators installed on top
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/1021110.impl.pdf?sfvrsn=729078be_04620100.resp
4620100 POST TENSIONING COMMENTS FROM INTERNAL/INDUSTRY REVIEW Karen Byram 414-4353 karen.byram@dot.state.fl.us Comments: (12-1-15) : In Section 462-5, the requirement to identify the APL number of the PTS needs to be added to the shop drawings. There is no way to identify the APL system used without that information. Response: Pre-approved PT systems are not tracked via the APL, they are handled by the Structures Design office. There is no APL number. No change required. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/4620100.resp.pdf?sfvrsn=2a0ab794_01021110.comm
1021110 MAINTENANCE OF TRAFFIC COMMENTS FROM INTERNAL/INDUSTRY REVIEW Anonymous Comments: (9-23-15) We are not in agreement for the specification as it relates to LCD. The delinator is not necessary and will only make the stacking and transporting of these devices difficult. Response: ****************************************************************************** FDOT, D3 (via Barbara Strickland) Comments: (10-8-15) D3 Design comment: The Originator deleted through the word
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/1021110.comm.pdf?sfvrsn=72fdd477_01021004.impl
102 MAINTENANCEOFTRAFFIC. (REV7-21-15)(FA8-11-15)(1-16) SUBARTICLE102-10.4isdeletedandthefollowingsubstituted: 102-10.4TemporaryRetroreflectivePavement Markers (RPM’s): Use markers listed on the APL. Install all markers in accordance with the manufacturer’s recommendations and in accordance with Design Standards, Index Nos. 600 and 17352, prior to opening the road to traffic. After initial installation, replace markers any time more than three consecutive markers fail or are missing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/1021004.impl.pdf?sfvrsn=db77bc4d_01020509.comm
temporary raised rumble strips per the manufacturer’s recommendations and in accordance with Design, ". This raises the question, when ARE they required? Per section 5-2, plans override design standards so if there is a design standard that requires them, but they are not shown on the plans they would not be required unless the design standard is specifically referenced. The only thing that would
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/1020509.comm.pdf?sfvrsn=fcb30c09_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_0SS3700200
with Section 932 and Design Standards Index No. 306
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss3700200.pdf?sfvrsn=c5f51995_0SS6350300
635 PULL AND JUNCTION BOXES. (REV 7-28-10) (FA 8-3-10) (1-11) ARTICLE 635-3 (Page 749) is deleted and the following substituted: 635-3 Pull Boxes Installation. Install pull boxes in accordance with the Design Standards, Index No. 17700. Ensure that the pull box cover is flush with the finished grade or sidewalk. Do not install pull boxes in roadways, driveways, parking areas, ditches or public sidewalk curb ramps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss6350300.pdf?sfvrsn=95cfe353_04100200.resp
4100200 All Jobs 4100200 Precast Concrete Box Culvert 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 concur with the comment and in 410 -2 I will reference Section 931 as shown below: Wire for site cage Machines………………..Section 931 Thanks for the comment. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/4100200.resp.pdf?sfvrsn=37694298_05360500.comm
is to remove language from the Design Indexes and place the language in the specifications. Shouldn't we be modifying the language in S536 and removing the note from the Design Index? Response, for the revision as, “To delete the sentence that conflicts with the revised Design Standard, Note #17, for these instructions than the Design Standards as the requirement involves permissible
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/5360500.comm.pdf?sfvrsn=63ecff16_0SS6350300
635 PULL AND JUNCTION BOXES. (REV 7-28-10) (FA 8-3-10) (1-11) ARTICLE 635-3 (Page 749) is deleted and the following substituted: 635-3 Pull Boxes Installation. Install pull boxes in accordance with the Design Standards, Index No. 17700. Ensure that the pull box cover is flush with the finished grade or sidewalk. Do not install pull boxes in roadways, driveways, parking areas, ditches or public sidewalk curb ramps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss6350300.pdf?sfvrsn=8b7089fd_0SS3700200
with Section 932 and Design Standards Index No. 306
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss3700200.pdf?sfvrsn=58aaf601_00050101.FHWA
: Office of Design, Specifications Section 005 Proposed Specification: 0050101 Control of the Work, and Design Standards from the Department or access them from the Department’s website. The Standard Specifications and the Design Standards can be accessed from the Department’s website. Have available, and the Design Standards can be accessed from the Department’s website. Have available
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/0050101.fhwa.pdf?sfvrsn=b2a4f8f9_0Procurement Advertisements
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