13230 search results for DESIGN
4150600.FHWA
reinforcement as shown in the Plans. 415-6.2 Design: When welded deformed steel wire fabric, , shear reinforcement, and distribution meet the requirements of the AASHTO LRFD Bridge Design, wire reinforcement as shown in the Plans. 415-6.2 Design: When welded deformed steel wire, reinforcement, and distribution meet the requirements of the AASHTO LRFD Bridge Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/4150600.fhwa.pdf?sfvrsn=afeee91_09320103.origind
need to be changed? To clarify that Type D silicone can be used per the Design Standard 21110, Are changes needed to the PPM, Design Standards, SDG, CPAM or other manual? No Is a Design, of solvent or fluxing of harder particles. Tooling shall not be required. Use according to Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/9320103.origind.pdf?sfvrsn=ad062c96_00090201.origind
previously included in all jobs and is currently included in lump sum and design-build jobs. To modify the sentence included in the special provision for lump sum jobs and Division I for design-build jobs, and Specifications What other offices will be impacted by these changes? Are changes needed to the PPM, Design, If not, what references need to be updated (please include changes in the redline)? Is a Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/0090201.origind.pdf?sfvrsn=469c5932_0SS4430203
, measured in place, completed and accepted as specified on Design Standards, Index No. 285 for French
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss4430203.pdf?sfvrsn=a30dfa64_0SS5360204
536 GUARDRAIL. (REV 6-9-10) (FA 7-16-10) (1-11) SUBARTICLE 536-2.4 (Page 674) is deleted and the following substituted: 536-2.4 Offset Blocks: Use guardrail offset blocks of either timber, steel, recycled plastic, or rubber, and of the sizes specified in the Design Standards. Treat timber blocks in accordance with the requirements for posts in 955-5.3. Ensure that penetration of preservative is in accordance with requirements for round piles and fence posts in 955-6.2. For timber
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss5360204.pdf?sfvrsn=dab8a808_01101103.resp
1101103 CLEARING AND GRUBBING COMMENTS FROM INTERNAL/INDUSTRY REVIEW Rudy Powell 414-4280 rudy.powell@dot.state.fl.us Comments: (12-12-13) Should this phrase remain with the last paragraph? “When a separate item for Removal of Existing Pavement is provided” Will sometimes a pay item be provided and sometimes not? Response: We do not want to have an option to include the pay item. This was leading to inconsistent use of the pay item, in conflict with the design standards
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/1101103.resp.pdf?sfvrsn=f9921ebd_04610000.resp
design calculations, signed and sealed by a Specialty Engineer, confirming that all components
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/4610000.resp.pdf?sfvrsn=661a4235_05201200.resp
. Payment language was moved from the Design Standards to the Specification. “Remove and Replace” has
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/5201200.resp.pdf?sfvrsn=c82cb894_05210000.comm
Temporary Barrier Wall Meeting the Requirements of Design Standards, Index No. 414: The first
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/5210000.comm.pdf?sfvrsn=59e2f0f7_05210000.resp
Temporary Barrier Wall Meeting the Requirements of Design Standards, Index No. 414: The first
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/5210000.resp.pdf?sfvrsn=d70d481c_0SS5360204
536 GUARDRAIL. (REV 6-9-10) (FA 7-16-10) (1-11) SUBARTICLE 536-2.4 (Page 674) is deleted and the following substituted: 536-2.4 Offset Blocks: Use guardrail offset blocks of either timber, steel, recycled plastic, or rubber, and of the sizes specified in the Design Standards. Treat timber blocks in accordance with the requirements for posts in 955-5.3. Ensure that penetration of preservative is in accordance with requirements for round piles and fence posts in 955-6.2. For timber
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss5360204.pdf?sfvrsn=e1a6fd98_0SS4430203
, measured in place, completed and accepted as specified on Design Standards, Index No. 285 for French
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4430203.pdf?sfvrsn=bf6ddfe9_0SP0071105
and Construction Requirements sections of the CSXT Pipeline and Wireline Design and Construction Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp0071105.pdf?sfvrsn=d5121c1f_01620500.impl
162 PREPAREDSOILLAYER. (REV7-24-13)(FA7-30-13)(1-14) ARTICLE162-5(Page199)isdeletedandthefollowingsubstituted: 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/1620500.impl.pdf?sfvrsn=bf3b7a74_03530100.impl
irregularity determined to be objectionable in an area to be opened to traffic and the design speed is 55
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/3530100.impl.pdf?sfvrsn=c956e469_0SP7140000
MOTORIST AID CALL BOX RELOCATION. (REV 8/24/10) (1-13) PAGE 859. The following new Section is added after Section 713: SECTION 714 MOTORIST AID CALL BOX RELOCATION 714-1 Description. Relocate existing Motorist Aid Call Boxes and construct new Motorist Aid Call Box Concrete Pads in accordance with Design Standards, Index 17600 and the details and notes shown in the Contract Documents. 714-2 Materials. Use the existing call box assemblies and any additional new materials required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp7140000.pdf?sfvrsn=3e2254e7_09130101.FHWA
Florida Department of Transportation RICK SCOTT GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 ANANTH PRASAD, P.E. SECRETARY January 23, 2013 Monica Gourdine Program Operations Engineer Federal Highway Administration 545 John Knox Road, Suite 200 Tallahassee, Florida 32303 Re: Office of Design, Specifications Section 913 Proposed Specification: 9130101 Shell Material Dear Ms. Gourdine: We are submitting, for your approval, two copies of the above referenced
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/9130101.fhwa.pdf?sfvrsn=de6eba32_0SP0071105
and Construction Requirements sections of the CSXT Pipeline and Wireline Design and Construction Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp0071105.pdf?sfvrsn=f033fd9c_0913A0100.FHWA
Florida Department of Transportation RICK SCOTT GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 ANANTH PRASAD, P.E. SECRETARY January 23, 2013 Monica Gourdine Program Operations Engineer Federal Highway Administration 545 John Knox Road, Suite 200 Tallahassee, Florida 32303 Re: Office of Design, Specifications Section 913A Proposed Specification: 913A0100 Shell – Rock Material Dear Ms. Gourdine: We are submitting, for your approval, two copies of the above referenced
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/913a0100.fhwa.pdf?sfvrsn=ed88654_09110200.FHWA
Florida Department of Transportation RICK SCOTT GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 ANANTH PRASAD, P.E. SECRETARY January 23, 2013 Monica Gourdine Program Operations Engineer Federal Highway Administration 545 John Knox Road, Suite 200 Tallahassee, Florida 32303 Re: Office of Design, Specifications Section 911 Proposed Specification: 9110200 Limerock Material for Base and Stabilized Base Dear Ms. Gourdine: We are submitting, for your approval, two copies
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/9110200.fhwa.pdf?sfvrsn=8ccc7d46_0