3593 search results for REPORT NUMBER

CEI Scope clean 4-2-24

project(s) may be added to the contract by supplemental amendment: (insert Financial Project Numbers, shall have the Consultant’s name and phone number visibly displayed on both sides of the vehicle, the Contractor’s work to determine the progress and quality of work. Identify discrepancies, report, . Inspect the Construction Contract with Financial Project Number(s) xxxxxxx-x-52-xx in accordance, the initial cure. The Project Administrator will provide the VT Laboratory ID number for sample

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/designbuild/consultantcei/scopes/2024/cei-scope-clean-4-2-24.docx?sfvrsn=fce3a98d_1

CEI Scope clean 6-26-24

project(s) may be added to the contract by supplemental amendment: (insert Financial Project Numbers, shall have the Consultant’s name and phone number visibly displayed on both sides of the vehicle, the Contractor’s work to determine the progress and quality of work. Identify discrepancies, report, . Inspect the Construction Contract with Financial Project Number(s) xxxxxxx-x-52-xx in accordance, the initial cure. The Project Administrator will provide the VT Laboratory ID number for sample

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/designbuild/consultantcei/scopes/2024/cei-scope-clean-6-26-24.docx?sfvrsn=39d11b7a_1

MPOAC-Staff-Directors-Meeting-Package-01-28-2021

: Click here to join the meeting Phone: 850-739-5589, ID number: 565899864# Lois Bollenback, . Public Comments (non-agenda items) 4. Executive Director’s Report A. UPWP Report B. Legislative, or by email to John.Waldron@mpoac.org. Item Number 1 Call to Order & Pledge of Allegiance, for the Pledge of Allegiance. REQUESTED ACTION: None requested. ATTACHMENT: None. Item Number 2, by a phone number  CALL TO ORDER Lois Bollenback, Chair, River to Sea TPO, called the meeting

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2021/mpoac-staff-directors-meeting-package-01-28-2021.pdf?sfvrsn=4970ee4b_1

TP-05-13-25BSN3

Act of 1990 should send an e-mail to: contracts.admin@dot.state.fl.us or call telephone number (407,  A current State of Florida Vendor Number is required prior to first-time registration; please visit, allow 24 to 48 hours for receipt of a new vendor number.  Prior to placing orders, an individual, Contracts and Procurement Office before the contract can be executed. BE SURE THAT THE CONTRACT NUMBER, based application for P rime Contractors, statewide, to report their Bidder Opportunity List, DBE

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may13/tp-05-13-25bsn3.pdf?sfvrsn=8e376fad_1

Drainage Manual Redlines

Design Report to accompany all phase submittals (signed and sealed for the Final Phase submittal, hydrologic and hydraulic models. The Drainage Design Report must include, at a minimum, pond routing, Report. Topic No. 625-040-002 Effective: January 2025 Drainage Manual 1-4 1.7 APPENDICES, : _________________________________ Prepared by: ____________ Date: ____________ Project Number: _________________________ Checked

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/chief-briefs/drainage-manual-redlines.pdf?sfvrsn=a2986a4b_3

Staff-Directors-Agenda-Package-Online-Version10.19

, 2020 Item Number 4B Executive Director’s Report Legislative Update DISCUSSION: The 2020, . Public Comments (non-agenda items) 4. Executive Director’s Report A. UPWP Report B. Legislative, contact Brigitte Messina at (850) 414-4037 or by email to brigitte.messina@mpoac.org. Item Number 1, ATTACHMENT: None Item Number 2 Approval of Minutes: July 30, 2019 DISCUSSION: Review and comments, comments were made. • EXECUTIVE DIRECTOR’S REPORTAGENCY REPORT S A. UPWP REPORT Mr. Carl Mikyska

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2019/staff-directors-agenda-package-online-version10-19.pdf?sfvrsn=a30d5528_1

LAP344

mill test reports). 4. A copy of the scale company or testing agency report showing the signature, , including respective mix design numbers and quantities of batched concrete. 344-4 Acceptance

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/lap/lap344.docx?sfvrsn=95bd7fb3_1

LAP3440000

mill test reports). 4. A copy of the scale company or testing agency report showing the signature, , including respective mix design numbers and quantities of batched concrete. 344-4 Acceptance

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/lap/lap3440000.docx?sfvrsn=1c8c8ff3_6

LAP3440000-122impl

, certified mill test reports). 4. A copy of the scale company or testing agency report showing, , including respective mix design numbers and quantities of batched concrete. 344-4 Acceptance

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/implemented/lap3440000-122impl.pdf?sfvrsn=611b8c3c_2

SunGuide-TSS-ICD-6.2

, the mapDetectorReq is sent to map the zone numbers of the detector to links and lanes. After receiving, the subsystem on a poll cycle to report all tag reads tagReadMsg X TSS Interface Control

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/releases/icd/6.2/sunguide-tss-icd-6-2.pdf?sfvrsn=d60a2fed_1

2023FDMPart2DesignCriteria

and calculation procedures used in determining the number and configuration of lanes required, influence capacity and Level of Service: • Roadway gradients and roadside developments • Number, are where a narrow bridge exists and when the number of travel lanes increase or decrease. The FDOT, are used to establish the number of travel and turn lanes, turn lane storage, signal timing, Development and Environmental (PD&E) study of a project. A Project Traffic Analysis Report is generally

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2023/2023fdmpart2designcriteria.pdf?sfvrsn=88f5d496_2

4620000-723impl

reinforcement for the number of strands or wires a particular PT system can accommodate at maximum, : 1. Assign an individual LOT number and tag items shipped to project in a manner that allows each, to the Engineer identifying assigned LOT numbers with heat or reel of material represented, in writing. 462-7.2.1 Ducts: 1. Construct tendon ducts using the minimum number of splices as practical, , the maximum number of calendars days allowed between the first installation of the PT tendon within

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/4620000-723impl.pdf?sfvrsn=c30e5c44_1

CM-102-01 Automated Flagger Assistance Device

are retroreflectorized. FORMDROPDOWN FORMTEXT Indicate Approved Product List number for sign sheeting, the following: A third party test report that demonstrates compliance with this requirement. A completed Testing Laboratory and Report Checklist. A completed NEMA TS4 2.2.3-2.2.6, 3.1.1 & 5.4, with the manufacturer’s name or trademark, model/part number, and date of manufacture or serial number, the following: A third party test report that demonstrates compliance with this requirement

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-102-01-automated-flagger-assistance-device.docx?sfvrsn=a03ad506_1

1-07DesignBuildBoilerplate.newA

Eachoftheaboveabbreviations,whenfollowedbyanumber or letter designation, or combination of numbers and letters, Concept Report, Scope of Work and Service, and all other documents attached thereto; and which, with the Contract Documents and show this number of Calendar Days in the proposal. For purposes of this Contract, this number of Calendar Days will serve as the Original Contract Time. For this Contract, on the outside the name of the bidder, the bidder’s address, and the Financial Project Number

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/design-build/1-07designbuildboilerplate.newa.pdf?sfvrsn=9e7268ea_0

MPOAC-Governing-Board-Meeting-Packet-08-02-2018

FY 201/2018 Budget July 1, 2017 to June 30, 2018 Item Number 4B Executive Director’s Report, 07, 2018 Meeting 3. Public Comments (non-agenda items) 4. Executive Director’s Report A. UPWP Report B. MPOAC Weekend Institute Overview 5. Agency Reports A. Florida Department of Transportation, Research Synthesis E. FDOT CAV (Connected and Automated Vehicle) Status Report 7. Communications 8, Messina at (850) 414-4037 or by email to brigitte.messina@mpoac.org. Item Number 1 Call to Order

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/mpoac-governing-board-meeting-packet-08-02-2018.pdf?sfvrsn=f4d78014_1

9160000.impl

/Maximum Value Original Binder Superpave PG Asphalt Binder Grade Report Qualified Products List Number Report Modifier Modifiedbindersonly Report Solubility, AASHTOT44-03(2011, in the binder is less than 1.0%. 916-1.2 Reporting: The report, in accordance with 916-5, shall consist, project that includes: the quantity, the PG asphalt binder grade (including QPL number), PG binder, -strip agent addition, as applicable, including product designation (QPL number as applicable

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/9160000.impl.pdf?sfvrsn=1451f4c1_0

2007_Use of Nondestructive Techniques to Estimate the Allowable Vibratory Compaction Level during Construction

Compaction Level during Construction Research Report FL/DOT/SMO/07-BDB-11 N. Mike Jackson, Ph.D., P.E., and depends upon a number of factors. Damage to structures caused by these earthborne vibrations can, of PPV Report worksheet.....................................................5-3 Figure 5-3. Screenshot, .......................................................5-5 Figure 5-5. Report worksheet, ..............................................5-8 Figure 5-8. Report page for example problem

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2007_use-of-nondestructive-techniques-to-estimate-the-allowable-vibratory-compaction-level-during-construction.pdf?sfvrsn=e1e3bf6a_1
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