4274 search results for REPORT NUMBER
Color Dynamic Message Sign (DMS) ConOps
-ConOps.docx Version Number: 1.0 Name Date Created By: Robert Heller, SwRI 2011 Eric Gordin, FDOT, to merge messages on OOCEA’s signs as described in issue number 1886 in the footprints issue tracking, and Symbols on Dynamic Message Signs: Technical Report , FHWA/TX-08/0-5256-1, 2009. SunGuide Software
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/conops/color-dynamic-message-sign-(dms)-conops.pdf?sfvrsn=d9c413ca_1F4009TechnicalSpecialProvisions
FPID 450053-9-52-01 Page 1 of 16 TECHNICAL SPECIAL PROVISIONS For FLORIDA DEPARTMENT OF TRANSPORTATION ROOF REPLACEMENT D4/6 MATERIALS AND RESEARCH OFFICE (14200 WEST SR84, DAVIE, FL 33325) Financial Project Number: 450053-9-52-01 FPID 450053-9-52-01 Page 2 of 16 SECTION 00 01 10, Materials and Research Office, (FDOT Building Number 4388) located at 14200 West State Road 84 Davie, FL, in and around the site and draw his own conclusions and report any concerns in writing to the FDOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/fcp/f4009/f4009technicalspecialprovisions.pdf?sfvrsn=96d9cd9c_1CHAPTER 10
details on preconstruction meetings are found in Chapter 21.) The number of reviews is determined, under construction during the month of July. The report is a sum mary of employees on their last, for the project at the project preconstruction meeting. The number of reviews will be determined
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lap/manual/chapter-10.pdf?sfvrsn=90b78bf2_2ORD1012-RoadwayDesignTemplates
is appended with a different number each time a point is created. o Apply Affixes - Left Prefix, can be modified as desired. There is no limit to the number of points or components in a Te m p l a t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/documentation/fdotconnecttraining/ord-c/ord1012-roadwaydesigntemplates.pdf?sfvrsn=7e7d5fb8_2SS3300000
but not faster than the optimum speed needed to adequately compact the pavement. 330-9.1.5 Number, the specified density requirement. The coverage is the number of times the roller passes over a given, thepavement surface by placing the measuring device perpendicular to the roadway centerline. Report, by a Laser Profiler furnished and operated by the Department in accordance with FM 5- 549 and a report issued with the Ride Number (RN) reported to one decimal place. If corrections are made, as required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss33000003b0005eeea3f462da7b3d6374c5c7e53.pdf?sfvrsn=5dfb52b7_0SS3300000
and a report issued with the Ride Number (RN) reported to one decimal place. If corrections, . 330-9.1.5 Number of Crews Required: For each paving machine operated, use a separate crew, each crew, of rolling to meet the specified density requirement. The coverage is the number of times the roller, to the roadway centerline. Report the cross slope to the nearest 0.1%. Record all the measurements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss3300000.pdf?sfvrsn=ebd409a8_0fdot-bed30-977-11-rpt
Final Report FDOT Contract No. BED30 977-11 Performance Testing of GRS Test Piers Constructed, TECHNICAL REPORT DOCUMENTATION PAGE 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog, Aggregates – Axial Load Deformation Relationships 5. Report Date July 2024 6. Performing Organization Code: 7. Author(s) Scott Wasman and Christian Matemu 8. Performing Organization Report No. 9, Department of Transportation 605 Suwannee Street, MS 30 Tallahassee, FL 32399 13. Type of Report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed30-977-11-rpt.pdf?sfvrsn=ce88dba5_1fdot-bdv31-977-89-rpt
i Estimating Soil Pressure against Unyielding Surfaces Final Report FDOT Contract, kilopascals 0.145 pound force per square inch lbf/in 2 v Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. 4. Title and Subtitle Estimating Soil Pressure against Unyielding Surfaces 5. Report Date August 2022 6. Performing Organization, , Wyatt Kelch, M.E. 8. Performing Organization Report No. 9. Performing Organization Name and Address
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv31-977-89-rpt.pdf?sfvrsn=2d238872_1Facility Enhancement Report _ Master_June_2020_06152020
Facility Enhancement Report _ Master_June_2020_06152020, Prepared for: Florida Department of Transportation – District Four (D4) Prepared by: RS&H, Inc. June 2020 I-95 Multimodal Master Plan June 2020 i SR 9 / I-95 MULTIMODAL MASTER PLAN FACILITY ENHA N CEMENT REPORT Financial Project ID: 436577-1-22-01 Martin, St Lucie, and Indian River, Project: SR 9 / I-95 Multimodal Master Plan FACILITY ENHANCEMENT REPORT From Palm Beach/Martin, to develop the results contained in this report are standard to the professional practice
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/i-95-treasure-coast-pde/facility-enhancement-report-_-master_june_2020_06152020.pdf?sfvrsn=c0e095cf_1441692-1_CR 510_Alternatives Public Workshop_2024-02-27_Presentation
: 441692-1-22-02 Efficient Transportation Decision Making (ETDM) Number: 14492 Alternatives Public Workshop, 9 Paper copy of the presentation Presenter will indicate slide number Dial-in attendees, : 441692-1-22-02 | ETDM No.: 14492 CR 510 PD&E Study –Alternatives Public Workshop TO REPORT TECHNICAL ISSUES, ROADWAY CHARACTERISTICS Two (One in each direction) Number of Lanes 12-ft Lane width 40 MPH Posted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cr510_58aveus1/documents/441692-1_cr-510_alternatives-public-workshop_2024-02-27_presentation.pdf?sfvrsn=80eccc80_1F4009 Addendum No. 1
and Research Office, (FDOT Building Number 4388) located at 14200 West State Road 84 Davie, FL 33325, AND RESEARCH OFFICE (14200 WEST SR84, DAVIE, FL 33325) Financial Project Number: 450053-9-52-01 Addendum, Office, (FDOT Building Number 4388) located at 14200 West State Road 84 Davie, FL 33325. Scope does, and draw his own conclusions and report any concerns in writing to the FDOT Project Manager. C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/fcp/f4009/f4009-addendum-no-1.pdf?sfvrsn=1a437aa7_1Noteworthy-Practices-Meeting-Packet
and program readiness. Utilizing Microsoft Access’s report function and the Adobe Creative Cloud, user, Number, MTP Timeframe). The MMPL highlights funding sources with different colors representing State
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2022/noteworthy-practices-meeting-packet.pdf?sfvrsn=b84bc3c_1Truck Parking Implementation Study_Final_3-8-24
Institute (ATRI) ranked truck parking as the number one concern for drivers in 2020 and the fifth most
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cvotim/cvo/website-materials/truck-parking-implementation-study_final_3-8-24.pdf?sfvrsn=91e60d37_1StandardPlansFY2022-23eBooke
Penetration Number Rdwy. Roadway Trans. Transition or Transverse NA or N/A Not Available, Underwriters Laboratories No. Number R/R or RR Railroad UPS Uninterruptible Power Supply Nom, Number Panels to Signs 641-010Concrete Poles 700-120Enhanced Highway Signing Assemblies, 13417 700-110 Mounting Exit Number Panels To Highway Signs 17748 700-050 Free-Swinging Internally
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2023/standardplansfy2022-23ebooke.pdf?sfvrsn=7c04dff0_39960103int
Origination Form Specifications Name: Ronald Meyer Specification Number: 996-1.3, 996-2.2, 996-2.3, 996-3.2.1, 996-3.2.2, 996-3.2.5, 996-3.2.8, 993- 3.3.1, 996-3.3.2, 996-3.3.5, 996-3.4.1, for operator control in order authorized users to display any or all of this information on any number, to their serial port using a network socket connection with configurable IP address and port number, labelled with a Federal Communications Commission (FCC) identification number. The WCS shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/9960103int.pdf?sfvrsn=92c6e102_1fdot-bec98-rpt
i TASK REPORT Title: Durability of Concrete Using Low Slag Cement Contents FDOT Contract Number: BEC98 Final Report Submitted to The Florida Department of Transportation Research Center 605, square inch 6.89 kilopascals kPa iv TECHNICAL REPORT DOCUMENTATION PAGE 1. Report No. 2. Government, Slag Cement Contents 5. Report Date October, 2023 6. Performing Organization Code 7. Author(s, Report No. 9. Performing Organization Name and Address Department of Civil and Coastal Engineering
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bec98-rpt8fb9398a-6aa8-4db5-9d72-e110ec478fdb.pdf?sfvrsn=f9bce3b9_69960103FHWA
connection with configurable IP address and port number. Serial interface ports may utilize RJ-45, labelled with a Federal Communications Commission (FCC) identification number. The WCS shall, be clearly labelled with a Federal Communications Commission (FCC) identification number, have the capability to report the following events in plain text: 1.Network parameters. 2. Data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/9960103fhwa.pdf?sfvrsn=56ab2001_13460000SS
to the Engineer as they are determined, and a final report within 3-days of completion of monitoring of each, of adjusting consistency, do not allow the total number of revolutions at mixing speed to exceed 160, has multiple concrete trucks, identify the number of technicians in the Quality Control Plan, into the project. Take these acceptance samples randomly for each LOT as determined by a random number generator, design mix based on a random number generator, and may perform additional Independent Verification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3460000ssb0a110b456894df488dee84d06403b3d.pdf?sfvrsn=cef3eb5a_02024FDM213ModRoundabout
Highway Research Program (NCHRP) Report 672, Roundabouts: An Informational Guide . Only single-lane, is necessary to meet intersection sight distance requirements. See NCHRP Report 672, 6.7.3, of the circulatory roadway is determined from the number of entry lanes and the turning requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm213modroundabout.pdf?sfvrsn=1b71186a_2MASTER - D1 CAP FY25_FINAL
Contact Information NAME TITLE PHONE NUMBER Elizabeth Ayers Procurement Services Manager (863, o DBE goal is 10.65% o Report DBE payments in Equal Opportunity Compliance System timely • BDI, opportunities to advance the schedule • Report out on your risk registers and mitigation strategies Tips
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/cap-presentation/master---d1-cap-fy25_final.pdf?sfvrsn=a5d0ddc5_1