3443 search results for REPORT NUMBER
0090103LS.impl
in question based on the weighted average unit price in the Six Month Moving Statewide Averages report, that will calculate and print the number of gallons of bituminous material for the items, . Forallasphalt concrete, the number of gallons will be determined assuming a mix design with 6.25% liquid, Identification Number, Estimate Number, Monthly Estimate Date and the period that the monthly estimate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/0090103ls.impl.pdf?sfvrsn=848e983f_04550103.FHWA
the Contractor to proceed with subsequent construction operations. Furnish the EngineerSubmit a written report, the distribution of the load. Ensure that the type, number, and location of the strain gauges are as shown, substituted: 455-2.8 Required Reports: Submit a preliminary static load test report, internal instrumentation, submit the final report within ten days after completing the load test. 4550103.D01 All Jobs FurnishSubmit the final report of test results for internally instrumented shafts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4550103.fhwa.pdf?sfvrsn=99381d44_04550103.FHWA2
operations. Furnish the EngineerSubmit a written report by the divers to the Engineer indicating, to measure the distribution of the load. Ensure that the type, number, and location of the strain, report to the Engineer within five days after completing the load test. When the Contract Documents do not require internal instrumentation, submit the final report within ten days after completing the load test. 4550103.D012 All Jobs FurnishSubmit the final report of test results for internally
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4550103.fhwa2.pdf?sfvrsn=10e43641_0Webinar 4 pdf 05.21.24
, PE, CTL, Alex Roark Engineering Bill Oliver, PE, W.E. Oliver, P.E., LLC Contract Number, Hourly Trip Generation Site Number Weekday Lunch (highest) Trip Generation Weekday Lunch (highest, Queue Length based on Volume and Service Rate Tasks 5&6 – Teleconference and Report Updates
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/systems-management/training/access-management/sam-and-tsi-webinar-series/sam-and-tsi-2023-24/webinar-4-pdf-05-21-24.pdf?sfvrsn=5fec2aad_1Final Public Meeting Virtual Presentation
SR 5/US 1/Federal Highway at SR 838/Sunrise Boulevard Project Development and Environment (PD&E) Study Broward County, Florida Financial Project Identification Number: 441955-1-22-02 Efficient Transportation Decision Making (ETDM) Number: 14499 Public Meeting Virtual: 06.27.2024 THE PRESENTATION WILL BEGIN AT 5:30 PM Agenda 01 Project Recap 02 Purpose & Need Final Alternative, 8 To Report a Technical Issue… Type in the Question Box on • GoToWebinar Control Panel Send
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/us1gatewaypde/final-public-meeting-virtual-presentation.pdf?sfvrsn=f5bedae4_1E4X61ExhibitB
Exhibit B – Method of Compensation TSM&O Device Maintenance Contract District Four SAMPLE B - Page 1 of 7 State of Florida Department of Transportation DISTRICT FOUR EXHIBIT B Method of Compensation Transportation Systems Management and Operations (TSM&O) Device Maintenance Contract, District Four Financial Project Number(s): 406795-7-72-01 & various Contract Number: E4X61, . The invoice shall include a summary of the hours provided and a progress report. The DEPARTMENT has
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/rfp/e4x61/e4x61exhibitb.pdf?sfvrsn=aab3616f_19-Construction academy Randell 2025
Tracking Log (number, status, status of EOR review, etc.) • Schedule of submittals required within, for Correction (RFC) • Request for Modification (RFM) • Nonconformance Report (NCR; aka RFC) • Process, CONSTRUCTION • Spec. 400-21, Disposition of Cracked Concrete: the number of cracks, average crack width
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/9-construction-academy-randell-2025.pdf?sfvrsn=160d8cf5_19970000-122impl
permanently marked with manufacturer name or trademark, part number, and date of manufacture or serial number. Product Sample When requested, submit a product sample. Installation Instructions, and report, at a minimum, the following events in plain text: Technical Data Sheet 1. Network
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9970000-122impl.pdf?sfvrsn=a6e4f79b_29970000-122origind
equipment permanently marked with manufacturer name or trademark, part number, and date of manufacture or serial number. Product Sample When requested, submit a product sample. Installation, the capability to record and report, at a minimum, the following events in plain text: Technical Data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/9970000-122origind.pdf?sfvrsn=56bed450_24510700.origind
tested and those to be creep tested, and at his discretion, may increase or decrease the number, forms provided in the appendix of the AASHTO/AGC/ARTBA Joint Committee Task Force 27 Report, replacement prestressed soil anchors, reducing the factored design load by increasing the number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/4510700.origind.pdf?sfvrsn=8f646c22_04510701.origind
to be performance tested and those to be creep tested and, at his discretion, may increase or decrease the number, increase or decrease the number of tests. Perform proof tests on all prestressed soil anchors, Committee Task Force 27 Report. Submit a separate form for each test. Submit the test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/4510701.origind.pdf?sfvrsn=21c7cb4d_06460000.FHWA
number. 6460000.D01 All Jobs 646-2.3 Detector Post: Use nominal 4 inch diameter Schedule 40, submit an application in accordance with Section 6, independent laboratory test report, and calculations, s i b l y marked with the manufacturer’s name or logo and the model number. 646-2.3 Anchor Bolts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/6460000.fhwa.pdf?sfvrsn=c5de917f_0SS3380000
that the number of readings per LOT will be one every 20 feet. For partial LOT, minimum of three, pavement thickness 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss3380000.pdf?sfvrsn=5509713e_020240412_449819-1_SR-25_86060
05/06/24 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 04 449819-1-52-01 01 THE CONTROL CARD IS CORRECT 05/06/24 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, LENGTH: 8.17 SR NUMBER: SR 25 INSIDE: PROJECT MEASUREMENT: ENGLISH OUTSIDE: MEDIAN: CURB & GUTTER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/86/20240412_449819-1_sr-25_86060.pdf?sfvrsn=64d84472_12024June-Thu03-LoadRatingInFlorida-AASHTOWareBrR
number of prestressed bridges. We typically check the BIR files for any indication of problems, ) Report RF FL120 = 0.85 at γ LL = 1.35; 0.85 ∙ 60=51 tons. (2) Know non-UDBC MCFT RF shear
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024june-thu03-loadratinginflorida-aashtowarebrr.pdf?sfvrsn=98a430d3_12024nov-thu03-TruckParkingTheChallange
% of truck drivers report problems finding safe parking, costing drivers more than 56 minutes, the number of available spaces at Florida weigh stations, rest areas, and We l come Centers via
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-november/2024nov-thu03-truckparkingthechallange.pdf?sfvrsn=23bb22b4_12024nov-thu03-TruckParkingTheChallange
% of truck drivers report problems finding safe parking, costing drivers more than 56 minutes, the number of available spaces at Florida weigh stations, rest areas, and We l come Centers via
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024nov-thu03-truckparkingthechallange.pdf?sfvrsn=a4a9f6c5_1Structural Materials_Makeup Session 01-21-2025
Structure Evaluation Evaluation Report Project Development Project Initiate Contract QA, . • Heat Number • Bar Size • Grade • Specification • Melted and Rolled in the USA • Meets, . • The Commercial Inspection Report is retained in the construct file. When the Certified Mill Analysis, sample. • Do Not wait until the end of the project to submit. Commercial Inspection Report, st Reports Commercial Inspection Report • Steel Posts. • Steel Offset Blocks. • Steel Panels
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2024-fall-construction-academy/structural-materials_makeup-session-01-21-2025.pdf?sfvrsn=dde6207c_1CPAM 8s6 - Default - Redline
8-6-3 8.6.8 Determination of Number of Days of Default For all contracts, regardless of whether, within fifteen (15) days after the hearing. 8.6.13 Contractor Suspension Report A list of Defaulted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/cpam-8s6---default---redline.pdf?sfvrsn=13957923_1Chapter8s6
Requirements Revised: March 3, 2025 Contract Default 8-6-3 8.6.8 Determination of Number of Days of Default, fifteen (15) days after the hearing. 8.6.13 Contractor Suspension Report A list of Defaulted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter8s6.pdf?sfvrsn=5b622d71_6