4266 search results for REPORT NUMBER
D5-05-06-25BSN
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_14550103DB.impl
operations. Submit a written report by the divers to the Engineer indicating the results, be placed in the test shaft to measure the distribution of the load. Ensure that the type, number, substituted: 455-2.8 Required Reports: Submit a static load test report signed and sealed by the Specialty, in the report of the load test the following information: 1.Atabulationofthetime of, and the amount, . In addition, submit a report showing an analysis of the results of axial load and lateral load tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4550103db.impl.pdf?sfvrsn=a15852a2_0SP4550000DBD01-722FHWA
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_2SP4550000DBFHWA
. Submit a written report by the divers to the Engineer indicating the results of their underwater, in the test shaft to measure the distribution of the load. Ensure that the type, number, and location, Reports: Submit a static load test report signed and sealed by the Specialty Engineer to the Engineer, holidays, prior to beginning production pile/shaft construction. Include in the report of the load, with instrument calibration certifications. In addition, submit a report showing an analysis of the results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/sp4550000dbfhwa.pdf?sfvrsn=ffad7a4b_1D6-11-20-25BSN
with section 20.055(5) Florida Statute. Page Number Proposal Id Proposal Notes Fin Proj Numbers County, to: contracts.admin@dot.state.fl.us or call telephone number (305)470-5457. Special accommodation requests under, . To Place An Order A current State of Florida Vendor Number is required prior to first-time, hours for receipt of a new vendor number. Prior to placing orders, an individual shall register, can be executed. BE SURE THAT THE CONTRACT NUMBER IS ON EACH INSURANCE CERTIFICATE. ADDENDA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/nov20/d6-11-20-25bsn.pdf?sfvrsn=46f35c6c_5439170-1 I-95 Public Workshop_10-29-2025
Presentation will begin shortly To report a technical issue… FPID No. 439170 - 1 -22 -02, (DDI) Griffin Road - Diamond Interchange (Modify Existing Residential Impacts Number of Parcels Potentially Impacted 0 8 0 7 0 0 0 Number of Residences Relocated 0 3 0 1 0 0 0 Business Impacts Number of Parcels Potentially Impacted 0 0 0 2 5 3 4 Number of Businesses Relocated 0 0 0 0 1 0 0 Unimproved Properties Impacted 0 0 0 0 0 0 1 Section 4(f) / Public Lands Number of Sites
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/i95-south-broward/439170-1-i-95-public-workshop_10-29-2025.pdf?sfvrsn=ede438a5_1Chapter2
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_1Section83-082818
products with the very best quality into service whenever possible, the number of corrected, . The information gathered for 6 months for each product group includes the following: (1) Total number of products produced; (2) Number of major defects, by defect type, in the products produced; (3) Total number of major defects, which is the summation of all major defect types in (2) and (4) The defect rate, which is computed by dividing the value in (3) above (total number of major defects
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/materials-manual/redline/section83-082818.pdf?sfvrsn=29ae4cc8_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_3Segmental_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_12024-03-12 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_1CTD_Business_Meeting_Packet-20250925_Update2
) Conference Call-In Number: (850) 739-5589 Conference Code: 734 367 274 # AGENDA 1. Call to Order Monica, Incidents Report Karen Somerset, Director 8. Executive Director Update Karen Somerset, Director 9, required to report: 47 Reports received: 39 Key Findings Agencies reporting no incidents: 23, % of the planning allocation shall be divided into shares equal to the number of counties throughout the state, of the prior 1322 fiscal year, categorized by type of license: 1323 a. The number of license applications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/meetingpackages/2025/ctd_business_meeting_packet-20250925_update2.pdf?sfvrsn=40c0580_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_15610200int
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