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6840100-724CommResp

6840100 Network Devices COMMENTS FROM INDUSTRY REVIEW Doug Mihalich Wo rk Phone: 3218482252 E-Mail: dmihalich@expresssupply.net Comments: (10-27-23) 1. The specifications provide for an incompatibility with port speeds for fiber optic links between MFES and MHES. Section 684-2.2.1, Managed Field Ethernet Swtich Optical Ports The specification requires that the provider, “Provide, : a. The MFES minimum requirements should be raised to a more industry standard 1000Base-X, 1 Gb/s SFP

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/comments-responses/6840100-724commresp.pdf?sfvrsn=6f336c13_1

9900301.FHWA2

: State Specifications Office Section: 990 Proposed Specification: 9900301 Temporary Traffic, on file Dan Hurtado, P.E. State Specifications Engineer DH/dt Attachment cc: Florida, . The standard includes but is not limited to the following: 1. Use signal heads having three 12, by the controller as per Department specifications. 6. The green interval must display a minimum of 5 seconds, in accordance with Standard Plans, Index 102-603. All electronic assemblies mustshall operate

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/9900301.fhwa2.pdf?sfvrsn=b1cbc629_0

9900301.FHWA

: State Specifications Office Section: 990 Proposed Specification: 9900301 Temporary Traffic, , Signature on file Dan Hurtado, P.E. State Specifications Engineer DH/dt Attachment cc, in the MUTCD for portable traffic signals and be listed on the APL. The standard includes, be manually controlled. It must be timed internally by the controller as per Department specifications, application of the device in accordance with Standard Plans, Index 102-603. All electronic assemblies

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/9900301.fhwa.pdf?sfvrsn=3d5549e2_0

3460000.resp

could be used. For our standard specifications, the 7 inch target shouldn’t be exceeded. Action

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9900301.comm

: State Specifications Office Section: 990 Proposed Specification: 9900301 Temporary Traffic, , Signature on file Dan Hurtado, P.E. State Specifications Engineer DH/dt Attachment cc, for portable traffic signals and be listed on the APL. The standard includes but is not limited, controlled. It must be timed internally by the controller as per Department specifications. 6. The green, typical application of the device in accordance with Standard Plans, Index 102-603. All electronic

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/9900301.comm.pdf?sfvrsn=7961de39_0

7000302.impl

Standard MIL-PRF-24712A or AAMA-2603-02. Finish must meet the requirements of ASTM D3359, ASTM D3363, resistance requirements of the AASHTO LRFD Specifications for Structural Supports for Highway

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/7000302.impl.pdf?sfvrsn=d5cec05c_0

1020906.resp

1020906 MAINTENANCE OF TRAFFIC COMMENTS FROM INTERNAL/INDUSTRY REVIEW Paul Gentry 414-4118 Paul.gentry@dot.state.fl.us Comments: (5-2-17, Internal) As has been discussed over the last 5-7 years, simply remove Temporary water-filled barrier off of having a APL requirement and remove any reference(s) in the specifications and future Design Standards. There have been numerous discussions, will place limitations on those devices presently approved as is standard procedure. Response

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/1020906.resp.pdf?sfvrsn=606c8696_0

SP0070104-4.resp

in this specification appear to be very similar to those stated in the Standard Manatee Conditions for In-Water Work, reflective of FDOT specifications as well as reduce confusion encountered from the wording

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/sp0070104-4.resp.pdf?sfvrsn=ef034ce0_0

5270000.resp

substance adheres. The word substrate is used numerous times in the Specifications, so it is a term, new installations should be held to a higher standard. Response: Sometimes, even with new

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/5270000.resp.pdf?sfvrsn=db3a79df_0

4300048SS

to the Department. Should the deflection test prove that the pipe met Specifications, the Department, with a standard resolution of 720 x 480. Use a camera with lighting suitable to allow a clear picture

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4300048ss.pdf?sfvrsn=fe2777a4_0

9550000.comm

9550000 TIMBER TREATMENT (INCLUDING MATERIALS) COMMENTS FROM INTERNAL/INDUSTRY REVIEW Jeff Miller 202-641-5427 jeff_miller@treated-wood.org Comments: (12-2-15) December 2, 2015 The Treated Wood Council (TWC) is pleased to submit the following comments regarding Section 955 Timber Treatment of the Florida DOT Specifications, as listed in the November 5, 2015 notification. 1. Subsection, Standard. MCQ and MCA shall be in accordance with the appropriate ICC Evaluation Service (ICC-ES) ESR

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/9550000.comm.pdf?sfvrsn=828a63ea_0

6460000.impl

in the latest revision of the AASHTO Standard Specifications for Structural Supports for Highway

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/6460000.impl.pdf?sfvrsn=5760d3e7_0

SS9920001

992 HIGHWAYLIGHTINGMATERIALS. (REV2-14-07)(FA2-28-07)(7-07) ARTICLES992-1thru992-4(Pages902-904)isdeletedandthefollowingsubstituted: 992-1DesignCriteria. 992-1.1General:Thelightpolesandbracketarms shall be in accordance with the requirements of the AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals, the FDOT Structures Manual and with the specific requirements contained in this Section. 992-1.2 Wall Thickness of Steel High Mast

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss9920001.pdf?sfvrsn=f0ee242_0

1200702.resp

, LLC submits that both the existing specifications referenced above and the proposed specification, - 05_384272_7.pdf 3AASHTO M319-02, “Standard Specification for Reclaimed Concrete Aggregate

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/1200702.resp.pdf?sfvrsn=af8ed367_0

9450000.impl

is not permitted unless specifically called for in the Plans or specifications. Provide notarized, . 945-2.2 Bolts and Nuts: In lieu of shaped bolts and nuts, standard type bolts and nuts

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/9450000.impl.pdf?sfvrsn=3d1865e1_0

9260000.FHWA

Re: State Specifications and Estimates Office Section 926 Proposed Specification: 9260000 Epoxy, to this specification change, please call me at 414-4130. Sincerely, Daniel Scheer, P.E. State Specifications, of Federal Standard No. 595a Viscosity Gel Maximum sand loading 2.25 parts sand to one part mixed epoxy, to wet surfaces with these properties: Color Shall match gray color No. 36622 of Federal Standard, with the specifications, and will include actual values from the required tests. Obtain approval from

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/9260000.fhwa.pdf?sfvrsn=93748c0c_0

5764 search results for Standard Specifications