3442 search results for REPORT NUMBER
44893815201-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_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_1FDOT Managed Transit Lanes for Arterials (8.21.23) FINAL
, addressing the common issue of asphalt distortion at bus stops. 6 Buses per Hour The number of buses, Vehicle Capacity The greatest number of buses that can be served by a loading area, [transit] stop, Transit Performance: Final Report. Florida Department of Transportation. 31 National Association, Lanes Guidebook, the language for which is included in the last section of this report, FDOT, dedicated transit lanes. Most premium bus transit operates in what this report calls special use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/documents/fdot-managed-transit-lanes-for-arterials-(8-21-23)-final_b0c30ecd-58d7-4306-8bcd-2724bf24821e.pdf?sfvrsn=25849057_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_0SS1200000
in the request the Project Identification Number, the County, a description of the property, , secure professional archaeological services to make the survey and prepare a report. Submit the report to the Division of Archives with a copy to the Department. The Engineer will base final approval or rejection of the use of the off-site construction activity area on the report, l l select t e s t l o c a t i o ns, including Station, Offset, and Lift, using a Random Number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1200000.pdf?sfvrsn=824d1465_087072000_3R Safety_Loc 5_SR 985 NW 107 Ave from MP 6.827 to MP 7.604 - Final S&S (1)
disciplines contained in this report. I further certify that this report was prepared by me or under my, , and Rehabilitation (3R) project with FM No. 452560‐1. This report has been prepared in response, ) occurred on Saturday, November 23, 2019, at 2:30 PM. According to the police report, the crash occurred, , April 19, 2021, at 12:30 AM. According to the police report, the crash occurred when a southbound left, , May 6, 2021, at 3:43 PM. According to the police report, the crash occurred when a southbound
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd6/25624---25613/87072000_3r-safety_loc-5_sr-985-nw-107-ave-from-mp-6-827-to-mp-7-604---final-s-s-(1).pdf?sfvrsn=e9e926c_12025FDM110InitialEngineering
and number of submittals, if different from guidelines provided in this manual. (11) Establish, activities. See FDM 104 . (13) Develop a Pavement Type Selection Report based on the FDOT, that phase. The information contained in the PD&E Preliminary Engineering Report (PER) should, conflicts, and preservation of large trees. The PER or project concept report may include some, ( APL ) number, and/or invite the manufacturer to apply for listing on the APL. Upon approval
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm110initialengineering.pdf?sfvrsn=413345b4_29600202.FHWA
, anchorages, inlets, outlets, valves, plugs, etc., shall meet the requirements of fib Technical Report, and Stage 2 Testing contained in fib Technical Report, Bulletin 7 titled, “Corrugated Plastic Duct, test as described in Chapter 4, Article 4.1.7 of fib Technical Report, Bulletin 7 titled, for wear test with same clamping force as a function of number of strands in a duct. 1. Modify, of International Federation of Structural Concrete (fib) Technical Report, Bulletin 7 titled, “Corrugated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/9600202.fhwa.pdf?sfvrsn=57771030_0FDOTConnect2023ReleaseNotes
shortened to show only date, no time Fixed Report of Core Borings is no soiltype entered for strata, . Added Luminaire Angle property to application and report Added "(deg)" to column label, with ProjectWise Rebar v1.31 - Changed the report so that it is functionally able to be imported into Connect, and version number (MS) add Preferences and Seed Files section from Roadway.cfg file (MS) update MS, Protection (pay item number 0530 3 3) =1.9 for Ditch Lining (pay item number 0530 3 4) Ww = 62.4 lb/ft3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/software/files/fdotconnect/fdotconnect2023releasenotes_2ba215cf-7ec8-4111-9730-b78160a566ee.pdf?sfvrsn=555b4cfa_1