3443 search results for REPORT NUMBER
Earthwork 2025 Spring CA
on group number E m b a n k m e n t 120 Florida Department of Transportation Thicklift Te s t, of Transportation Reduced Frequency Te s t i n g 1 2 5 P i p e B a c k f i l l 125 Number, ) value of 40 is specified The correlation between design structural number and subbase, , Asphalt Content ≤ 4.0% Mixing depth Report and record depth be to the nearest 0.25 inches, is documented at the top of the report. The information on the report is only valid for the time frame noted
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name, trademark, model number, and size corresponding to catalog designation. Allmiscellaneous, with requirements of Chapter 4, Article 4.2, Stage 1 and Stage 2 Testing contained in fib Technical Report, modifiedductweartestasdescribedinChapter4,Article4.1.7offibTechnical Report, Bulletin 7 titled, “Corrugated, test with same clamping force as a function of number of strands in a duct. (a)1. Modify procedure, of International Federation of Structural Concrete (fib) Technical Report, Bulletin 7 titled
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Final Report May, 2022 Flexural Capacity of Concrete Elements with Unbonded and Bonded Prestressing, square inch 6.89 Megapascals MPa iv TECHNICAL REPORT DOCUMENTATION PAGE 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. 4. Title and Subtitle 5. Report Date Flexural Capacity, Code 8. Performing Organization Report No. 7. Author(s) 2022/P0071623-P0071624 Gary R. Consolazio, of Report and Period Covered 12. Sponsoring Agency Name and Address Final Report Jan 2018 – May 2022
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LICENSE NUMBER 82300 DRMP, INC. VENDOR NO.: F591791174001 NOVEMBER 2023 PHASE IIR SUBMITTAL, * GR-4 * - GR-5 * GR-2 * - GR-3 * GR-1 * VERIFIED UTILITY LOCATE REPORT OF BORINGS, $ 32814 FL , ORLANDO 941 LAKE BALDWIN LANE DRMP, INC. 82300 LICENSE NUMBER: COREY M. BLOXAM, 32814 FL , ORLANDO 941 LAKE BALDWIN LANE DRMP, INC. LICENSE NUMBER: 82300 COREY M. BLOXAM, P.E., FL , ORLANDO 941 LAKE BALDWIN LANE DRMP, INC. LICENSE NUMBER: 82300 COREY M. BLOXAM, P.E. T H
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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
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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
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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
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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
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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
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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
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. 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
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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
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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
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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
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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
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