13230 search results for DESIGN
9850200.resp
9850200 GEOSYNTHETIC MATERIALS INTERNAL/INDUSTRY REVIEW COMMENTS ****************************************************************************** Derwood Sheppard 850-414-4334 derwood.sheppard@dot.state.fl.us Comments: (6-30-16) Subarticle 985-3.1, Product Acceptance; Should the new sentence read "...must rely on the limitations"? The term "not" seems misplaced. I would recommend rewording to: "For products on the APL with limited application type approval, installations and design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/comments-responses/9850200.resp.pdf?sfvrsn=fa1721fb_0D1040006.do
as for plastic erosion mat. Install erosion control blankets capable of sustaining a maximum design velocity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1040006.do.pdf?sfvrsn=c647256a_0D4300045.DO
, in accordance with Design Standard Index 280. Install prefabricated plugs in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4300045.do.pdf?sfvrsn=6e531269_0D4500041.do
. The use of 4 x 8 in [100 x 200 mm] test cylinders requires that the approved mix design contain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4500041.dodcaf606267884c2ba73f1d14e700f021.pdf?sfvrsn=11e34612_0D4500041.do
. The use of 4 x 8 in [100 x 200 mm] test cylinders requires that the approved mix design contain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4500041.do.pdf?sfvrsn=7f41e4ae_03340000SS
Asphalt Concrete mixtures are based on the design traffic level of the project, expressed in 18,000 pound
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/3340000ssb59b62bbd6bd446290401a0bc9bf5123.pdf?sfvrsn=bba84673_05340000SS
otherwise indicate limitations based on specific design or aesthetic criteria unique to the project, S-1502, that have been pre-determined by the Engineer to be in compliance with the project design, , Structures Design Standard Index No.1501 and the Sound Barrier Evaluation Criteria contained in the State Structures Design Office’s Structures Manual, which may be viewed at the following URL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/5340000ss.pdf?sfvrsn=934fea42_03340102.FHWA
on the design traffic level of the project, expressed in 18,000 pound Equivalent Single Axle Loads (ESAL’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3340102.fhwa.pdf?sfvrsn=6f826039_05340000SS
otherwise indicate limitations based on specific design or aesthetic criteria unique to the project, S-1502, that have been pre-determined by the Engineer to be in compliance with the project design, , Structures Design Standard Index No.1501 and the Sound Barrier Evaluation Criteria contained in the State Structures Design Office’s Structures Manual, which may be viewed at the following URL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/5340000ss.pdf?sfvrsn=ccea8d18_07100401.impl
. Apply a l l r e t r o r e f l e c t i v e p a v e ment markers in accordance with Design Standards
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/7100401.impl.pdf?sfvrsn=6fe625ba_03550100.impl
355 VALUEADDEDPORTLANDCEMENTCONCRETEPAVEMENT. (REV11-4-15)(FA1-27-16)(7-16) ARTICLE355-1isdeleted and the following substituted: 355-1 Description. ConstructValue Added Portland Cement Concrete Pavement (Concrete Pavement), subject to a five year warranty period after final acceptance of the Contract in accordance with 5- 11. This Section applies only to new pavements, including added lanes. Submit each mix design to the Engineer at least 14 days prior to any paving work. Perform all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/3550100.impl.pdf?sfvrsn=5de05a1f_01620500.impl
162 PREPAREDSOILLAYER. (REV10-30-15)(FA1-26-16)(7-16) SUBARTICLE162-5isdeletedandthefollowingsubstituted: 162-5AcceptanceTesting. TheEngineerreservestherighttowaiveorreducetestingrequirements for shoulder treatment projects as defined in the Design Standards, Index No. 105. Immediately after completion of construction operations, sample and test the prepared soil layer at a testing laboratory qualified under 105-6. A LOT is defined as 0.5 shoulder miles. Take random quality control
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/1620500.impl.pdf?sfvrsn=a77a5caf_04500041SS
. The use of 4 x 8 in [100 x 200 mm] test cylinders requires that the approved mix design contain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4500041ss.pdf?sfvrsn=1e0a5a3f_06460202.impl
. The base design must allow for bolts that are placed off-center. 4.Door
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/6460202.impl.pdf?sfvrsn=96d9d0bf_07100401.resp
7100401 PAINTED PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Joseph Spivey 850-330-1467 joseph.spivey@dot.state.fl.us Comments: (11-19-15) We have issues with the wording of these changes. 1. The first paragraph talks about painted pavement markings on concrete surfaces but Roadway Design Bulletin 15-02 gives a flow chart that specifies for concrete pavement to use Permanent Tape. Are we going to require paint to be applied prior to the "Permanent Tape"? This could
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/7100401.resp.pdf?sfvrsn=ca4ea4ce_06110202.comm
6110202 ACCEPTANCE PROCEDURE FOR TRAFFIC CONTROL SIGNAL AND DEVICES COMMENTS FROM INTERNAL/INDUSTRY REVIEW D3 Construction 850-330-1206 Comments: (11-4-15) With the push to e-construction, the plans are going to be submitted through the web based site know as (ProjectSolve). The CADD files will be placed in ProjectSolve for the responsible person to manipulate and use for the purpose of As-Builts if they choose to, or manipulate the Design PDF plans (which will also be placed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/6110202.comm.pdf?sfvrsn=7fcb4789_04554300.resp
or destroyed, payment for that LOT will be reduced by $750.00 per 1,000 psi of the specified design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/4554300.resp.pdf?sfvrsn=c8cd9ee2_04554300.comm
will be reduced by $750.00 per 1,000 psi of the specified design strength [Example: “If one cylinder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/4554300.comm.pdf?sfvrsn=b4df0762_04550103DB.comm2
chad.rucks@dot.state.fl.us Comments: (11-20-15) Since the Geotechnical Foundation Design Engineer of Record
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/4550103db.comm2.pdf?sfvrsn=1d1754ad_03200603.resp
to the mix design’s compaction temperature. This allows the minimum temperature to be appropriately set
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/3200603.resp.pdf?sfvrsn=3b0579ab_0