2793 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. ******************************************************************************

2014eBook-editable

4000507.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

4000507.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

4000507.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

4000507.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

4000507.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

0040100.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

4002100.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

FHWA 1273- May 2012

; rates of pay or other forms of compensation; and selection for training, including apprenticeship, for this purpose from the Wage and Hour Division Web site at http://www.dol.gov/esa/whd/forms/wh347instr.htm

D0060005.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

FGB Agenda - April 2023 Meeting Package

is available for requesting and scheduling meetings https://forms.office.com/g/F0RvxDYdFr Florida, , forms), certified by the agency -Summary of the rule -Summary of any hearings held on the rule

2024nov-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

2024nov-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

4000200.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

FGB Meeting Package September 2024

4000200.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

D4000572.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

D4000572.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

SS4501003

of the top flange. Fill the beam forms by the last layer