2864 search results for forms
3270000.resp
3270000 MILLING OF EXISTING ASPHALT PAVEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW Art Berger FDOT, Legal Comments: (6-22-15) Suggest the following edit: Response: Specification Section 105-8.2 already requires the contractor to, “Make copies of the completed forms available for the Department to review daily unless otherwise required in the specifications.” No change made. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/3270000.resp.pdf?sfvrsn=9f42795c_04000507.origind
- incomplete forms will be returned) Contact the State Specifications Office for assistance, Petrozzino to clarify when polymer sheeting is to be used on deck forms. Please share this proposal, forms is permitted in lieu of removable forms to form concrete bridge decks between beams and between the webs of individual box girders when designated in the Plans. Stay-in-place metal forms may, -cellular stay-in- place metal forms may be filled with polystyrene foam or concrete. When polystyrene
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/4000507.origind.pdf?sfvrsn=7a2966d2_04000507.comm
of the metal forms and concrete slab; it must also resist in tension the moment caused by the eccentricity, of the girder. Thirdly, when observing the underside of bridges with metal stay-in-place forms that have, to corrode. While this is not a concern for screws used for holding the metal forms in place during, for the corrugated forms. The forms are typically 20 to 22 gauge in thickness. By contrast, the support, to the thinnest elements (the forms). The benefit of polymer sheeting is less apparent when applied
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/4000507.comm.pdf?sfvrsn=2ed87278_04000507.resp
of the metal forms and concrete slab; it must also resist in tension the moment caused by the eccentricity, of the girder. Thirdly, when observing the underside of bridges with metal stay-in-place forms that have, to corrode. While this is not a concern for screws used for holding the metal forms in place during, for the corrugated forms. The forms are typically 20 to 22 gauge in thickness. By contrast, the support, to the thinnest elements (the forms). The benefit of polymer sheeting is less apparent when applied
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/4000507.resp.pdf?sfvrsn=8cbf4262_04000507.FHWA2
is to be used on deck forms. Please review and transmit your comments, if any, within two weeks. Comments, -in-place metal forms is permitted in lieu of removable forms to form concrete bridge decks between beams, forms may be of the cellular, non-cellular or non-cellular with top cover sheet type. The flutes of non-cellular stay-in- place metal forms may be filled with polystyrene foam or concrete. When polystyrene foam is used to fill the forms, fill form flutes completely; do not allow any portion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/4000507.fhwa2.pdf?sfvrsn=227f75db_04000507.FHWA
sheeting is to be used on deck forms. Please review and transmit your comments, if any, within two weeks, -in-place metal forms is permitted in lieu of removable forms to form concrete bridge decks between, forms may be of the cellular, non-cellular or non-cellular with top cover sheet type. The flutes of non-cellular stay-in- place metal forms may be filled with polystyrene foam or concrete. When polystyrene foam is used to fill the forms, fill form flutes completely; do not allow any portion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/4000507.fhwa.pdf?sfvrsn=6f6d4390_00040100.resp
for "all signatures" to be submitted in digital format is troubling. Many forms are completed and submitting from the field. This arbitrary requirement would require these forms to be submitted in a non-linear path that could potentially increase errors in these forms and require an additional step, be acceptable for many standard Department forms completed at the lowest project levels. Response: The construction office is looking at forms to see what requirements are still needed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/0040100.resp.pdf?sfvrsn=f73a8ae1_0Meeting Package
copy of materials incorporated by reference in the rule (e.g., forms), certified by the agency, , forms), certified by the agency -Summary of the rule -Summary of any hearings held on the rule
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/meeting-package.pdf?sfvrsn=73a898dd_14002100.FHWA
-PlaceMetalForms:When using stay-in-place metal forms to form the slab of deck girder and beam spans, that the thickness of the slab over the projected plan area of the stay-in-place metal forms will be taken as the thickness shown on the drawings above the top surface of the forms. The concrete, -in-place metal forms to form the slab of deck girder and beam spans, the volume of concrete, over the projected plan area of the stay-in-place metal forms will be taken as the thickness shown
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/4002100.fhwa.pdf?sfvrsn=84edb0d6_0D0060005.do
with the provisions of this Section. Manufacturers may obtain the sample certification forms through the Department’s web site. The URL for obtaining the certification forms is www11.myflorida.com
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d0060005.do.pdf?sfvrsn=297e39c5_02024nov-thu04-DesignStaffHour
Design Staff Hour Estimation Guidelines and Forms Project Management Engineer FDOT – Central, • Staff Hour Guidelines and Forms • Changes are happening • Schedule of changes • New Format, of Services 2. Staff Hour Estimation Guidelines 3. Staff Hour Estimation Forms Procedure Outline, of Documents 1.4 Revisions and Updates 2. Training 3. Forms https://www.fdot.gov/designsupport/scope, estimated for the effort of the task Staff Hour Forms • Excel File • Provides the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-november/2024nov-thu04-designstaffhour.pdf?sfvrsn=302a8d90_12024nov-thu04-DesignStaffHour
Design Staff Hour Estimation Guidelines and Forms Project Management Engineer FDOT – Central, • Staff Hour Guidelines and Forms • Changes are happening • Schedule of changes • New Format, of Services 2. Staff Hour Estimation Guidelines 3. Staff Hour Estimation Forms Procedure Outline, of Documents 1.4 Revisions and Updates 2. Training 3. Forms https://www.fdot.gov/designsupport/scope, estimated for the effort of the task Staff Hour Forms • Excel File • Provides the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024nov-thu04-designstaffhour.pdf?sfvrsn=d03dbe78_14000200.origind
‐ incomplete forms will be returned) Contact the State Specifications Office for assistance, -in-place metal forms is permitted in lieu of removable forms to form concrete bridge decks between, metal forms may be of the cellular, non-cellular or non-cellular with top cover sheet type. The flutes of non-cellular stay-in- place metal forms may be filled with polystyrene foam or concrete. When polystyrene foam is used to fill the forms, fill form flutes completely; do not allow any portion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4000200.origind.pdf?sfvrsn=c7e16e20_0441699-1 CR 713 PDE Study from I-95 to CR 714 APW FAR Ad
- _______07487. (3) The following forms are incorporated by reference and are available on the AHCA, : The rule amendment updates application forms to add clarity to instructions and remove nonsectarian, of this rule to become effective August 20242023. Copies of forms VSP-02 and VSP-02R may be obtained, : 6A-18.046 Incorporation by Reference PURPOSE AND EFFECT: Updating forms and links to forms, treaty. Forms are available and shall be filed electronically at http://www.floir.com/iportal. All
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cr713pdedocs/441699-1-cr-713-pde-study-from-i-95-to-cr-714-apw-far-ad.pdf?sfvrsn=4f380ed_14000200.impl
a y - i n - p l a c e metal forms is permitted in lieu of removable forms to form concrete bridge, -in-place metal forms may be of the cellular, non-cellular or non-cellular with top cover sheet type. The flutes of non-cellular stay-in- place metal forms may be filled with polystyrene foam or concrete. When polystyrene foam is used to fill the forms, fill form flutes completely; do not allow, . Apply polymer sheeting to stay-in-place metal forms in accordance with the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4000200.impl.pdf?sfvrsn=6f782268_0D4000572.do
400 CONCRETESTRUCTURES–MATERIALS. (REV4-22-03)(FA5-15-03)(1-04) SUBARTICLE400-5.7.2(Page338)isdeletedandthefollowingsubstituted: 400-5.7.2 M a t e r i a l s : F a b r i c a t e p e r manent stay-in-place metal forms and supports from steel meeting the requirements of ASTM A 653 [ASTM A 653M] having a coating designation G165 [Z500]. Do not use form materials that are less than 22 gauge [0.7925 mm] in thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4000572.do6629ec08232e416fbfb8d81987336b42.pdf?sfvrsn=9893438d_0D4000572.do
400 CONCRETESTRUCTURES–MATERIALS. (REV4-22-03)(FA5-15-03)(1-04) SUBARTICLE400-5.7.2(Page338)isdeletedandthefollowingsubstituted: 400-5.7.2 M a t e r i a l s : F a b r i c a t e p e r manent stay-in-place metal forms and supports from steel meeting the requirements of ASTM A 653 [ASTM A 653M] having a coating designation G165 [Z500]. Do not use form materials that are less than 22 gauge [0.7925 mm] in thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4000572.do.pdf?sfvrsn=5ebd31d7_0SS4501003
of the top flange. Fill the beam forms by the last layer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss4501003.pdf?sfvrsn=aafc802f_0SS5020100
502 SHEAR CONNECTORS. (REV 2-22-10) (FA 4-15-10) (1-11) ARTICLE 502-1 (Page 635) is deleted and the following substituted: 502-1 Description. Furnish and install welded shear connectors on steel beams and girders at locations shown in the Contract Documents. Field weld shear connectors located on the top flange only after the deck forms are in place. Installation of shear connectors in the fabrication plant is not permitted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss5020100.pdf?sfvrsn=1d11591f_0SS5020100
502 SHEAR CONNECTORS. (REV 2-22-10) (FA 4-15-10) (1-11) ARTICLE 502-1 (Page 635) is deleted and the following substituted: 502-1 Description. Furnish and install welded shear connectors on steel beams and girders at locations shown in the Contract Documents. Field weld shear connectors located on the top flange only after the deck forms are in place. Installation of shear connectors in the fabrication plant is not permitted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss5020100.pdf?sfvrsn=4e6534f8_0