3390 search results for REPORT NUMBER
SS9320000
name, LOT number and date of expiration. 932-1.2.6 Bond Breaker Rod: The bond breaker rod shall, . Use according to Design Index number 21110. 932-1.3.2 P h y s i c a l R e quirements: SILICONE, a certified report that each LOT of primer material furnished to a project meets his Company’s, and product name, LOT number and date of expiration. 932-1.5 Backer Rod and Tape Bond Breakers: Backer rods, t o meric bearing pad shall be permanently marked. The marking shall consist of the order number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss93200007ac8591914024910b5eb0a8698078bfb.pdf?sfvrsn=2238aca3_0SS9320000
name, LOT number and date of expiration. 932-1.2.6 Bond Breaker Rod: The bond breaker rod shall, . Use according to Design Index number 21110. 932-1.3.2 P h y s i c a l R e quirements: SILICONE, a certified report that each LOT of primer material furnished to a project meets his Company’s, and product name, LOT number and date of expiration. 932-1.5 Backer Rod and Tape Bond Breakers: Backer rods, t o meric bearing pad shall be permanently marked. The marking shall consist of the order number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9320000.pdf?sfvrsn=58764fb4_0SP4550000DB-722AddChngFHWA
report by the divers to the Engineer indicating the results of their underwater inspection before, gauges in the test shaft to measure the distribution of the load. Ensure that the type, number, . 455-2.8 Required Reports: Submit a static load test report signed and sealed by the Specialty Engineer, in the report of the load test the following information: 1. A tabulation of the time of, and the amount, 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/2022/july-2022/review/fhwa/sp4550000db-722addchngfhwa.pdf?sfvrsn=fb57a9f8_2SP4550000DB-122FHWA
operations. Submit a written report by the divers to the Engineer indicating the results, gauges in the test shaft to measure the distribution of the load. Ensure that the type, number, . 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. A tabulation of the time of, and the amount, 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/2022/january-2022/review/fhwa/sp4550000db-122fhwa.pdf?sfvrsn=32ba4925_27810000.FHWA
welding method. Limit the number of seams on the top of the housing to a maximum of three. Stitch weld, and that the sign will report this event when polled. Ensure that remote and local computers can read all, , or None Number Stop Bits 1 or 2 bit Ensure the sign controller has a 10/100 Base TX 8P8C port, , and to check and record an adequate number of performance characteristics to ensure compliance, and the test repeated. If a unit has been modified as a result of a failure, a report shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/7810000.fhwa.pdf?sfvrsn=3b2fa83a_04550103DB.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_0Chapter17 BridgesAndOtherStructures 2024
information. C.3.d Expansion Joints The number of joints should be minimized to reduce, the requirements of NCHRP Report 350 or the Manual for Assessing Safety Hardware (MASH). Non-crash, construction shall be in accordance with the MUTCD (2009 Edition with Revision Number 1 and 2, May 2012) work, . All on-system and off-system bridges are assigned a Bridge Number by the FDOT. For new bridges, a number assigned. 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/review-files/chapter17-bridgesandotherstructures-2024.docx?sfvrsn=cf41b20c_1FM1-T310
) Note 1 – The serial number on both the reference block and the NDG shall match. L-NDG’s do not use, report should be used as a reference if the daily standard counts are ever in question. FLORIDA, (Proctor v alue) and multiplying by 100. 14. REPORT 14.1 Test date 14.2 Technician Identification Number (TIN) 14.3 Location of test (Station/Length, Elevation, Offset, Reference Line) 14.4 Serial number of the nuclear density gauge 14.5 Standard counts for the date of test 14.6 Test depth
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm1-t310.pdf?sfvrsn=40ad05d8_2CM-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/2025/17_bridges_and_other_structures_redlines.pdf?sfvrsn=462b1040_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_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_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_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_1