2932 search results for forms
9320500-722origind
ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information - incomplete forms will be returned) Contact the State Specifications Office for assistance in completing this form. Daniel Strickland 850-414-4130 Daniel.Strickland@dot.state.fl.us Rebecca Arcia 850-414-4155 Rebecca.Arcia@dot.state.fl.us Darla Hunsicker 850-414-4114 Darla.Hunsicker@dot.state.fl.us, the viscosity of the fluid Commercial polymer products may come in powder, granular or liquid forms
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/9320500-722origind.pdf?sfvrsn=946b55d8_23500200-722origind
ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information - incomplete forms will be returned) Contact the State Specifications Office for assistance in completing this form. Daniel Strickland 850-414-4130 Daniel.Strickland@dot.state.fl.us Rebecca Arcia 850-414-4155 Rebecca.Arcia@dot.state.fl.us Darla Hunsicker 850-414-4114 Darla.Hunsicker@dot.state.fl.us, by hand in constructed forms, utilize concrete with a target slump of 3 inches plus or minus 1.5 inches
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/3500200-722origind.pdf?sfvrsn=919fbcf5_2SS0020203.impl
002 PROPOSAL REQUIREMENTS AND CONDITIONS. (REV 4-7-17) (FA 4-10-17) (9-17) SUBARTICLE 2-2.3 is deleted and the following substituted: 2-2.3 Internet Bid Submittals: Unless otherwise indicated in the Advertisement, the Bidder shall use the Department’s bid software to prepare a bid for Internet submittal. The Department will accept, as the official bid, the set of Proposal Forms generated, . The Department will accept, as the official bid, this set of Proposal Forms generated from the Department’s bid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/ss0020203.impl.pdf?sfvrsn=e6f4a599_04000402.FHWA
forms, falsework, joints, weep holes, drains, pipes, conduits, bearing pads, setting anchor bolts, as shown in the Plans. Whenusingstay-in-placemetal forms to form bridge decks, the forms, concrete, items or work required to install the forms shall be included in the Contract unit price, work specified in this Section, including all forms, falsework, joints, weep holes, drains, pipes, the neat lines as shown in the Plans. Whenusingstay-in-placemetal forms to form bridge decks, the forms
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/4000402.fhwa.pdf?sfvrsn=eb47285c_0D6110002.do
Department approved signal inspection report forms during the signal inspection activities. Ensure, Inspector to the Engineer. TheDepartment’sapproved inspection report forms are available
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d6110002.do589e19df5eb145f68d1473971b031357.pdf?sfvrsn=715d08a_0D6110002.do
Department approved signal inspection report forms during the signal inspection activities. Ensure, Inspector to the Engineer. TheDepartment’sapproved inspection report forms are available
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d6110002.do.pdf?sfvrsn=49c06fae_06030500.impl
or modified forms are unacceptable. Submit a separate form for each cabinet location. For non-structural, . The Engineer will submit forms received from the Contractor to the District Traffic Operations Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/6030500.impl.pdf?sfvrsn=d0b0a726_04001604.FHWA
of exposure. Removal of bBridge deck bottom and side forms may be removed after 72 hours is acceptable upon inupon compliance with 400-14. Approach slab side forms may be removed after 72 hours. Apply membrane curing compound to all surfaces stripped of forms within one hour of loosening. Apply, than light forms or tools, on concrete bridge slabs or approach slabs until 14 days after they have, , keep the exposed surfaces wet throughout the period of exposure. Bridgedeckbottom and side forms may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/4001604.fhwa.pdf?sfvrsn=de9eb15a_04001604.impl
of exposure. Removal of bottom and side forms after 72 hours is acceptable upon compliance with 400-14. Apply membrane curing compound to all surfaces stripped of forms within one hour of loosening. Apply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/4001604.impl.pdf?sfvrsn=49e7ed02_0SS4500902
tolerances as provided in 450-2.1. Check the assemblies for position after stripping from the forms, the bottom of the top flange. Fill the beam forms by the last layer. SUBARTICLE 450-12.4 (Page 492
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss4500902.pdf?sfvrsn=45b5cb05_05220000.impl
522 CONCRETESIDEWALKANDDRIVEWAYS. (REV6-3-13)(FA7-23-13)(1-14) SECTION522(Page678-679)isdeletedandthefollowingissubstituted: SECTION522 CONCRETESIDEWALKANDDRIVEWAYS 522-1Description. Constructconcretesidewalksanddriveways.Sidewalkwillincludesidewalkcurbramps. 522-2 Materials. Meettherequirements specified in 520-2. 522-3 Forms. Provideforms as specified in 520-3. 522-4 Foundation, Screeding: Strike-off the concrete by means of a wood or metal screed, used perpendicular to the forms
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/5220000.impl.pdf?sfvrsn=1096b070_01050100-723impl
forms and enter the data in the ERS section of the Department’s database. Submit the original forms
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/1050100-723impl.pdf?sfvrsn=ce31de25_1Cultural Resources
& Curation FDOT Collections & Curation Guidelines (2024) CHECKLISTS, TEMPLATES & FORMS Collections Forms (April 2024) Access Database Form Artifact Deaccessioning Form Artifact Transfer Receipt
https://www.fdot.gov/environment/oem-divisions/env/cultural-resourcesconcretesamples-field
(Instructions for entering proficiency sample test results in MAC) The test report forms are available through the web address below in case you were not provided with one. IA Test Report Forms b
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/independentassurance/profsampleprogram/profsampleinstructions/concretesamples-field.pdf?sfvrsn=ac9926e7_15Grants Administration
Title VI and DBE Utilization Florida Department of Transportation Manuals and Forms State Management, Title VI Discrimination Complaint Forms or questions regarding Title VI issues should be sent
https://www.fdot.gov/fdottransit/transitofficehome/grantsadministration.shtmITS Facility Management
and county transportation departments. Form Downloads ITSFM Attribute Forms Feature Import Forms Quality Checklist Form Quality Audit Form ITSFM NextGen GPS Projects
https://www.fdot.gov/traffic/itsfm/index4520402.FHWA
, including details of the forms and casting cells for the manufacture of the segments, surveying, e P l a t e s a n d C a s t i n g s : Prior to placing concrete in the forms, fix all tendon anchorage plates and anchorage castings in their respective position in the forms, connected, fixed in the forms to maintain their correct alignment and position during concrete placement, of the bottom slab between the inside edges of the internal web forms, leaving a narrow gap of 6 inches
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/4520402.fhwa.pdf?sfvrsn=99048cb0_04000707FHWA
400-14 is deleted and the following substituted: 400-14 Removal of Forms. Use the table below as the criterion for minimum time or compressive strength required before removal of forms or supports, for Form Removal (1) Deck slabs, top slabs of culverts and bottom of caps, forms under sidewalks, for Form Removal * For mass concrete, remove forms in accordance with Section346. ** Reference 400-16.4, shown in the table above for form removal, the Contractor may remove the forms. When the ambient air
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/4000707fhwa.pdf?sfvrsn=c35bfe11_1Chapter5s14
of final measure pay quantities. The Contractor's Certification of Quantities forms are also described herein. These Certification forms are completed by the Contractor and required by the Department, moisture to protect its contents. (2)SiteSourceRecords/Forms/ElectronicOutput Any supporting, at the top of each form used. It is recommended to maintain these forms electronically; therefore, it is unnecessary to bind these forms together or provide Field Book Numbers. (3)Each Field Book must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter5s14.pdf?sfvrsn=396a06d5_10E1X23Addendum001
Requirements for D1 02-20-23 A21_Bid Price Proposal Forms 1. Bid Blank (375-020-17) 2. Design Build, Implementation Guidelines and Minimum Requirements for D1 02-20-23 A21_Bid Price Proposal Forms 1, to utilize or complete prescribed forms, conditional proposals, incomplete proposals, indefinite
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1x23/e1x23addendum001.pdf?sfvrsn=e5d87298_1