3755 search results for REPORT NUMBER
CM-681-01 Connected Vehicle Roadside Equipment (Dev)
the product meets this requirement. Indicate specific configurations by model number or series, source data from a specified address (i.e., IP and port number) and forward that data to multiple, name or trademark as well as part number and serial number, and markings are visible after, requirements of CTI 4001. FORMDROPDOWN Provide a third party test report that demonstrates compliance with this requirement. Also, provide a completed Testing Laboratory and Report Checklist. Document Review
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-681-01-connected-vehicle-roadside-equipment-(dev).docx?sfvrsn=5f25439d_1CM-102-02 Portable Changeable Message Sign
of NEMA TS-4. FORMDROPDOWN Provide a third party test report that demonstrates compliance with this requirement. Also, provide a completed Testing Laboratory and Report Checklist and NEMA TS4 2.2.3-2.2.6, portable devices are permanently marked with the APL number, manufacturer’s name or trademark, model/part number, and date of manufacture or serial number. FORMDROPDOWN Provide drawing of PCMS that shows a place holder for the APL number. Document Review and Physical Inspection FORMTEXT Indicate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-102-02-portable-changeable-message-sign.docx?sfvrsn=498d2a28_117_Bridges_and_Other_Structures_Redlines
. 17.3.3.4 Expansion Joints The number of joints should be minimized to reduce the inspection, for TL-4 systems that meet the requirements of NCHRP Report 350 or the Manual for Assessing Safety, Number 1 and 2, May 2012)Manual on Uniform Traffic Control Devices (MUTCD) work zone traffic control, are assigned a Bridge Number by the FDOT. For new bridges, local agencies shall contact the FDOT’s local District Structures Maintenance Engineers to have a number assigned. 17.6 Bridge Load Rating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/17_bridges_and_other_structures_redlines.pdf?sfvrsn=462b1040_517_Bridges_and_Other_Structures_Rulemaking
Instructions for more information. 17.3.3.4 C.3.d Expansion Joints The number of joints should be minimized, the requirements of NCHRP Report 350 or the Manual for Assessing Safety Hardware (MASH) . • Non, Control Devices (MUTCD) MUTCD (2009 Edition with Revision Number 1 and 2, May 2012) work zone, –10 All on-system and off-system bridges are assigned a Bridge Number by the FDOT. For new bridges, a number assigned. 17.6 F Bridge Load Rating and Posting Section 335.074, F.S. Safety Inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/17_bridges_and_other_structures_rulemaking.pdf?sfvrsn=6bd9774c_144893815201-ESTIMATES-QUANTITIES
650 TAMPA , FLORIDA 33606 SARAH KATHLEEN WRIGHT , P .E . 84252 ESTIMATED QUANTITIES REPORT 3. Match the pay item numbers and quantities in Designer Interface for AASHTOWare Project Preconstruction™. Financial Project ID: 448938-1-52-01 Contract Number: TXXXX Project Description: STATE ROAD, Summary of Lump Sum Items Quantity Total Quantity Pay Item Number Pay Item Description Units, Quantity Secondary Quantity Location Pay Item Number Pay Item Description Units of Measure Number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-estimates-quantities.pdf?sfvrsn=e8c5fa55_1D5-05-06-25BSN
of 1990 should send an e-mail to: contracts.admin@dot.state.fl.us or call telephone number (386, 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 shall, the contract can be executed. BE SURE THAT THE CONTRACT NUMBER IS ON EACH INSURANCE CERTIFICATE, application for P rime Contractors, statewide, to report their Bidder Opportunity List, DBE Commitments
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/may06/d5-05-06-25bsn.pdf?sfvrsn=9a826b70_1Segmental_Load_Rating_Example_Vargas_Redacted
A – Bridge Plans APPENDIX B – FDOT Inspection Report APPENDIX C – Load Rating Computations Bridge, was built in 1989 and the inspection report performed in 10/2/2018 lists the sufficiency rating, are applied to each vehicle loading case depending on the number of lanes being loaded. The CSi System, vehicle type based on the number of traffic lanes being loaded. For the analysis, we define HL 93, and deterioration observed during field visits or inspection reports. The latest inspection report of 10/2/2018
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/lr/segmental_load_rating_example_vargas_redacted.pdf?sfvrsn=ccdd1188_1SP4550000DBD01-722FHWA
with subsequent construction operations. Submit a written report by the divers to the Engineer, to measure the distribution of the load. Ensure that the type, number, and location of the strain, : Submit a static load test report signed and sealed by the Specialty Engineer to the Engineer for review, , prior to beginning production pile/shaft construction. Include in the report of the load test, certifications. In addition, submit a report showing an analysis of the results of axial load
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/sp4550000dbd01-722fhwa.pdf?sfvrsn=b19fdf7e_2Chapter2
of concentration using any of the methods in Section 2.2.2. (B) Curve Number The NRCS developed an empirical, abstractions by using a site-specific runoff parameter called the curve number (CN). The watershed CN, generally is selected for design purposes. The curve number values in the tables in the Appendix B (Hydrology Design Aids) are based on AMC-II. To determine the curve number: 1. Identify soil types using the appropriate county soil survey report. 2. Assign a hydrologic group (A, B, C, or D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide/chapter2.pdf?sfvrsn=91dea0fb_544737915201-PLANS-05-LIGHTING (1)
A. WEERASURIYA, P.E. P.E. LICENSE NUMBER 57629 PATEL, GREENE & ASSOCIATES, LLC VENDOR NO.: F452209743-001, LICENSE NUMBER: SUJEEVA A. WEERASURIYA, P.E. T H E O F F I C I A L R E C O R D O F, on a standard light pole. Lighting basis of design used photometric curve number luminaire with 3000K color, . feet mounted on a standard light pole. Lighting basis of design used photometric curve number, photometric curve number luminaire with 3000K color temperature, Roadway Type IV distribution. Pole
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25127/44737915201-plans-05-lighting-(1).pdf?sfvrsn=d835523e_1Meeting Package September 2024 - Advisory Committee
the FGB committee and FACERS, would be compiled into a report to guide future decisions, and lane widths), include total number of stops and routes in the area. • Existing right-of-way width, of the concept report, a detailed review of the proposed modifications to the roadway that is being, to safety: • High crash numbers and rates. • High crash locations by type. • Rear-end crashes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/meeting-package-september-2024---advisory-committee.pdf?sfvrsn=90414771_32024-03-12 New York Pedestrian Overpass Phase IIR - Structures
1 (1 OF 5) DRILLED SHAFT DATA TABLE PILE DATA TABLE FOUNDATION LAYOUT REPORT OF CORE BORINGS (2 OF 2) REPORT OF CORE BORINGS (1 OF 2) TYPICAL SECTIONS (2 OF 2) TYPICAL SECTIONS (1 OF 2, REPORT OF CORE BORINGS (2 OF 2) REPORT OF CORE BORINGS (1 OF 2) SIGNATURE SHEET (1 OF 2) BRIDGE, NUMBER 81818 JACOBS ENGINEERING GROUP AT CSX RAILROAD NEW YORK AVENUE PEDESTRIAN OVERPASS, . WEAVER, P.E. P.E. LICENSE NUMBER 81818 JACOBS ENGINEERING GROUP AT CSX RAILROAD NEW YORK AVENUE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26141/2024-03-12-new-york-pedestrian-overpass-phase-iir---structures.pdf?sfvrsn=39eda3bc_1ORD1012-ExistingFeatures3DModeling
................................................71 6 GEOTECH DATA MANAGER AND REPORT OF CORE BORINGS SHEETS, ..................86 Exercise 6.7 Use the Report of Borings tool to create the Report of Core Borings Sheet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/documentation/fdotconnecttraining/ord-c/ord1012-existingfeatures3dmodeling.pdf?sfvrsn=a394b685_1v1-section31-clean
a Mix Design Summary Report via the Materials Acceptance and Certification system (MAC), in person, the data into the Department’s database. Request a Mix Design Summary Report using MAC and review, by delineation or an Engineering Analysis Report (EAR) should not be initiated for suspect data, be directed to sample the material and split it into the appropriate number of samples. DMRO staff, will promptly compare and document test results to support the Qualification Performance Report (QPR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/materialsmanual/documents/v1-section31-clean.pdf?sfvrsn=f53d16b8_155610200int
Origination Form Specifications Name: Bishoy Hanna Specification Number: 561-2, 561-4, 561-10, 561-11 Email: bishoy.hanna@dot.state.fl.us Associated Specs: Date: 2024-06-18T15:35:57Z Verified: VERIFIED Summary: Central Office held multiple meetings with the District Contamination, , submit test reports showing percent weight compositional analysis, Chemical Abstract Number, American, results to the Engineer within 72 hours of sampling. Report sample results as eight-hour Time Weighted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/5610200int.pdf?sfvrsn=169f75aa_1February 2025
is that nationally, the total number of violations or occurrences dropped a significant 10%. The types and causes, for FY-2024 (totals in pa- renthesis). While roofing and construction are the highest number of cas, information at: https://www.fdot.gov/safety Anonymously report hazards in your workplace: (850
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/2a-programs/safety-advisor/february-2025.pdf?sfvrsn=d559b84_1Meeting-Minutes-from-MPOAC-Freight-CommitteeJan2617
) . a . F l o r i d a ’ s Miami International Airport is currently the number one (1) ranked i n t e r n a t i o n a l c a r g o a i r p o r t i n t h e U . S . b . F l o r i d a is ranked number four (4, a new report called B e y o n d Traffic 2045 which presents and analyzes the long‐term and emerging
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2017/meeting-minutes-from-mpoac-freight-committeejan2617.pdf?sfvrsn=d1aaba71_1SS1062200redline
telephone) within 15 minutes of being called or paged by the Engineer. After being notified, report, keep the Engineer advised as to the operable telephone number of the responsible person who, for this item will be for the number of gross miles traveled by each truck to and from each work site
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/maintenance/review-package/ss1062200redline.pdf?sfvrsn=ea4e557f_02000502-724IMPL
200 ROCK BASE. (REV 8-21-23) (FA 10-24-23) (FY 2024-25) SUBARTICLE 200-5.2 is deleted and the following substituted: 200-5.2 Number of Courses: When the specified compacted thickness of the base is greater than 6 inches, construct the base in multiple courses of equal thickness. Individual, locations including Stations and Offsets, using the Random Number generator approved by the Department, by placing the measuring device perpendicular to the roadway centerline. Report the cross slope
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/2000502-724impl.pdf?sfvrsn=5c951df0_13470204.FHWA
of materials. Identify Department approved pit number and aggregate type/gradation. Handle the aggregates, or testing agency report showing the observed deviations from quantities checked during calibration, of materials. Identify Department approved pit number and aggregate gradation. Handle the aggregates
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/3470204.fhwa.pdf?sfvrsn=61e96a7_0