3755 search results for REPORT NUMBER
44461215201-PLANS-03-SIGNALIZATION-PHASE-II
T-38 - T-41 REPORT OF CORE BORINGS FOR SIGNALS (NOT INCLUDED) T-34 - T-37 STANDARD MAST ARM, L. MONREAL, P.E. P.E. LICENSE NUMBER 72029 FLORIDA DEPARTMENT OF TRANSPORTATION TELEPHONE, REPORT OF CORE BORINGS FOR SIGNALS (NOT INCLUDED) T-2 SIGNATURE SHEET FOLLOWING SHEETS, LICENSE NUMBER 72029 SAMARIE L. MONREAL, P.E. ENGINEER OF RECORD STATE OF � � � No 54845 E S N E, DETECTION. INSTALL DETECTORS SEE PLAN SHEET FOR THE NUMBER OF INFRARED DETECTORS 663-1-111, 663-1-112
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25111/44461215201-plans-03-signalization-phase-ii.pdf?sfvrsn=2b9215a1_12024ExhibitsPart9
SHEET REVISIONS 04-20-22 Added Sheet Number 2A to the Index and Revised Sheet Numbers 5 & 19. 1, REPORT OF CORE BORINGS GR-2* SOIL SURVEY GR-1* MISCELLANEOUS STRUCTURES 42 SELECTIVE CLEARING, CONTRACT NO.: C0000 LUKE S. WALKER, P.E. P.E. LICENSE NUMBER 99991 ROADWAY ENGINEERS, INC. VENDOR, INTELLIGENT TRANSPORTATION SYSTEMS SIGNALIZATION SIGNING AND PAVEMENT MARKING ROADWAY REPORT, LUKE S. WALKER, P.E. ROADWAY ENGINEERS, INC. VENDOR NO.: 99-999999 P.E. LICENSE NUMBER 99991
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024exhibitspart9.pdf?sfvrsn=2dd3a4c_1Spill Mitigation Guidelines for the Mitigation of Accidental Discharges of Motor Vehicle Fluids (Non-Cargo)
& characteristics of area affected as well as the RP name, address, and phone number. NATIONAL RESPONSE CENTER* (800) 424-8802, 24 hours, 7 days Report hazardous substances (RQ) releases and petroleum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cvotim/tim/archive/spill-mitigation-guidelines-for-the-mitigation-of-accidental-discharges-of-motor-vehicle-fluids-(non-cargo).pdf?sfvrsn=6a261d21_12024June-Fri10-FDOTFreightMobilityInitiativesInMiamiDadeCounty
CHALLENGE 98% of truck drivers report problems finding safe parking, costing drivers more than 56, Corridors • Number of Alternative Fueling Stations within 1 Mile of Roadway The quantitative s core
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024june-fri10-fdotfreightmobilityinitiativesinmiamidadecounty.pdf?sfvrsn=f5ab736_120230607_448439-1_SR-710_93310
10/01/24 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 04 448439-1-52-01 01 THE CONTROL CARD IS CORRECT 10/01/24 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, BEACH SHOULDER TYPE END MP: 12.17 LENGTH: 5.27 SR NUMBER: SR 710 INSIDE: PROJECT MEASUREMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/93/20230607_448439-1_sr-710_93310.pdf?sfvrsn=9193f5a8_3Local Agency ADA TP Template
, every day of the year. The Agency places the Florida Relay number, 711, on all notices meant, annually to add any additional locations and to report on Plan accomplishments. THE AGENCY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lap/title-vi/local-agency-ada-tp-template.docx?sfvrsn=37d5f88a_12024nov-thu01-LoadRating
) onward, and this will improve our Operating Ratings on a large number of prestressed bridges. We, ε eq.1.35∙51 tons = ε result 1.35∙51 tons UDBC (1) Report RF FL120 = 0.85 at γ LL = 1.35
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024nov-thu01-loadrating.pdf?sfvrsn=4959df47_12024nov-thu01-LoadRating
) onward, and this will improve our Operating Ratings on a large number of prestressed bridges. We, ε eq.1.35∙51 tons = ε result 1.35∙51 tons UDBC (1) Report RF FL120 = 0.85 at γ LL = 1.35
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-november/2024nov-thu01-loadrating.pdf?sfvrsn=48e03951_1SFTY-26-11
Request for Research Funding for FY 2025-2026 Project Number (Research Center Use Only): SFTY-26-11 Requesting Office Safety Priority 11 of 11 Proposed Title Developing MOEs for speed management strategies by Context Classification Justification The proposed research is essential as it addresses the lack of a systematic framework to evaluate the effectiveness of speed management, (PMS) data, National Cooperative Highway Research Program (NCHRP) Report 753 findings, and related
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/sfty-26-11.pdf?sfvrsn=cd293668_16460000-722origind
with Section 6, independent laboratory test report, and calculations and drawings showing details, : Is legibly and visibly marked with the manufacturer’s name or logo and the model number. 646-2.23
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/6460000-722origind.pdf?sfvrsn=c07c6683_24500203-722origind
Engineering Analysis Report (EAR) may not be applied to a current major repair without the approval, as to relieve the Contractor of his responsibility for QC. The number and type of deficiencies evaluated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/4500203-722origind.pdf?sfvrsn=cd8dd3d6_23470000.FHWA
. Identify Department approved pit number and aggregate gradation. Handle the aggregates in a manner, , for at least three years after receipt: 1. A copy of the scale company or testing agency report showing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/3470000.fhwa.pdf?sfvrsn=8f58004_0D3380000.do
of the original pavement thickness design package and design traffic report to the Responsible Party upon request. b.Determination that the Accumulated ESALs (Number of 18 Kip Equivalent Single
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d3380000.doa7dead5e435e410b94381d10526b57e4.pdf?sfvrsn=da231652_0D3380000.do
of the original pavement thickness design package and design traffic report to the Responsible Party upon request. b.Determination that the Accumulated ESALs (Number of 18 Kip Equivalent Single
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d3380000.do.pdf?sfvrsn=3bce825c_09320300.origind
of this Section following the sampling frequency and number of specimens required by ACI 440.6., of polymerization (resin) ASTM E2160 Report value for each resin system used Minimum Mean Tensile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9320300.origind.pdf?sfvrsn=54cbf504_03380000SS
design package and design traffic report to the Responsible Party upon request. b. D e t e r mination t h a t t he A c c u mulated ESALs (Number of 18 Kip Equivalent Single Axle Loads
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/3380000ss.pdf?sfvrsn=2fdeec82_03380000SS
and design traffic report to the Responsible Party upon request. b. Determination that the Accumulated ESALs (Number of 18 Kip Equivalent Single Axle Loads in the design lane) have increased by 25
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3380000ss6cbf7dd101054f86a951002d7795a082.pdf?sfvrsn=6a879d23_03380000SS
and design traffic report to the Responsible Party upon request. b. Determination that the Accumulated ESALs (Number of 18 Kip Equivalent Single Axle Loads in the design lane) have increased by 25
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3380000ss.pdf?sfvrsn=b86e9937_03470000.origind
or contaminating different grades or types of materials. Identify Department approved pit number, , certified mill test reports). 3. A copy of the scale company or testing agency report showing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/3470000.origind.pdf?sfvrsn=33a5ddd0_0SP4550100DTwoTP
of three times the depth of excavation for the footing. Obtain the Engineer’s approval of the number, of the structures: one report before beginning foundation construction operations and a second report after completing foundation construction operations. The Department will take ownership of both, with subsequent construction operations. Furnish the Engineer a written report by the divers indicating, . Ensure that the type, number, and location of the strain gauges are as shown in the Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp4550100dtwotp.pdf?sfvrsn=280a30f5_0