3443 search results for REPORT NUMBER
Glades_SR29_DrainageComplaintRevised
. The purpose of this report is to document the causes for the flooding problems along S.R. 29 as reported, of debris as well. No damage was observed at the drainage structures. A scour report was obtained for bridge number 050033 (Cypress Branch Bridge). Cypress Branch is a riverine waterway that flows, no scour reports available for the Lone Pine Creek Bridge number 050035. A field meeting was held, here as well. The report suggests double 72” pipes be installed to address the flooding. Currently
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25114/glades_sr29_drainagecomplaintrevised.pdf?sfvrsn=555520c3_19710104-724FHWA
, date of manufacturer, lot number and APL number. The label shall warn the user of any special handling, listed in Table 1 of 40 CFR 261.24. AASHTO Product Evaluation & Audit Solutions Field Test Report, Specification requirements. Independent Laboratory Test Report Submit independent laboratory test results, data meeting FDOT Specification requirements. A notation of the number of coats and the thickness, on the label. The label must also show the color, date of manufacturer, lot number and APL number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9710104-724fhwa.pdf?sfvrsn=325bcae7_144893815201-DrainageTechMemo
Number: 448938-1-52-01 Hendry County Prepared For: Florida Department of Transportation District 1, 27) from Stitt Ranch Road to Flaghole Road FPID NO.: 448938-1-52-01 REPORT: Drainage Design, limits which are permitted through South Florida Water Management District (SFWMD), ERP number 26-01170-P. Based on ERP number 26- 01170-P, the project limits have two retention ponds in the median, . LICENSE NUMBER: 82300 COREY M. BLOXAM, P.E. T H E O F F I C I A L R E C O R D O F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-drainagetechmemo.pdf?sfvrsn=a9ba6939_1SP4550000DB.origind
authorizing the Contractor to proceed with subsequent construction operations. Submit a written report, 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, , prior to beginning production pile/shaft construction. Include in the report of the load test, together with instrument calibration certifications. In addition, submit a report showing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/sp4550000db.origind.pdf?sfvrsn=f245f306_0Chapter_13
) Report to their supervisor no later than the next workday following the suspension or revocation, with occupational exposure, which will include the following: (1) Name and Social Security number of the employee
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/industrialsafety/chapter_13.pdf?sfvrsn=13f567bc_1SP0090103LS
Averages report. The dates will be the six months prior to the letting date for this Contract, l l p r o v i d e a c o mputer application that will calculate and print the number of gallons, : 1.ContractNumber, Financial Project Identification Number, Estimate Number, Monthly Estimate Date and the period
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/workbook/sp0090103ls.pdf?sfvrsn=4b7c7253_0Chapter5s16Redline
or “flipping” the telescope and pointing at the same target an equal number of times in the Face 2, , and contour settings. (b) For each output report generated, describe the purpose of the report and the information needed to re-generate the report. (c) For each output file, describe the purpose, with the Financial Project Identification Number(s), State Roadway Number(s), Consultant Identification (names, addresses, etc.), and Contract number. Topic No. 700-000-000 Construction Project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter5s16redline.pdf?sfvrsn=27dbe498_5Chapter5s16
pointing. Then, transiting or “flipping” the telescope and pointing at the same target an equal number, 5.16-18 (b) For each output report generated, describe the purpose of the report and the information needed to re-generate the report. (c) For each output file, describe the purpose of the file, with the Financial Project Identification Number(s), State Roadway Number(s), Consultant Identification (names, addresses, etc.), and Contract number. (10) No project will be considered acceptable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter5s16.pdf?sfvrsn=980d67d8_10CPAM 5 16 Redline_Online Review 8-22-24
at the same target an equal number of times in the Face 2 (reverse) telescope orientation and recording, Earthwork Notes and Documentation 5.16-18 (b) For each output report generated, describe the purpose of the report and the information needed to re-generate the report. (c) For each output file, submitted must be identified with the Financial Project Identification Number(s), State Roadway Number(s), Consultant Identification (names, addresses, etc.), and Contract number. (10) No project
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the end of the project to submit samples. • Heat Number • Bar Size • Grade • Specification, is needed. • The Commercial Inspection Report is retained in the construct file. When, Inspection Report • Project Information • Fabricator • Materials • Description • Inspection, • Certified Mill Test Reports Commerc ial Inspection Report • Steel Posts. • Steel Off set, mill stamp on panels. • Randomly select 1 Stamp Number per 1000 feet of installed guardrail, up
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/2025_construction-academy_structural-materials_03-25-2025.pdf?sfvrsn=b541517e_1CTQM Ch 4
of the technician seeking qualification to report ACI certifications through the Technician’s Online Portal’s Report a Requirement on the CTQP website. This reporting will include the ACI certification number, /equipment and reporting of data using standard report forms. This instruction includes the use of random number tables. Course Prerequisites Check the ACI website for current ACI Course prerequisites
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/ctqm/new_files/ctqm-ch-4.docx?sfvrsn=793d517d_5CTQM Ch 4 -clean
of the technician seeking qualification to report ACI certifications through the Technician’s Online Portal’s Report a Requirement on the CTQP website. This reporting will include the ACI certification number, /equipment and reporting of data using standard report forms. This instruction includes the use of random number tables. Course Prerequisites Check the ACI website for current ACI Course prerequisites
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/ctqm/new_files/ctqm-ch-4--clean.docx?sfvrsn=ff31ae56_3Final-Gov-Bd-Mtg-Minutes-7_30_2019
. PUBLIC COMMENTS No public comments were made. 3 EXECUTIVE DIRECTOR’S REPORT AGENCY REPORTS A. UPWP REPORT Mr. Carl Mikyska, MPOAC Executive Director, presented the UPWP Report showing, position number 2 to the end (after number 7). Commissioner Robert Bender, Florida-Alabama TPO
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2019/final-gov-bd-mtg-minutes-7_30_2019.pdf?sfvrsn=2796b72d_1SS4620000
with the suppliers name, trademark model number and size corresponding to catalog designation. Post-tensioning, Federation of Structural Concrete (FIB) Technical Report, Bulletin 7, titled “Corrugated Plastic Duct for Internal Bonded Post-Tensioning” as modified herein. Therequirements in FIB Technical Report, wear test as described in Chapter 4, Article 4.1.7 of FIB Technical Report, Bulletin 7, titled, to the wear test apparatus with the same clamping force as a function of the number of strands
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4620000185b11357f00416db7e168cc1abe7b4c.pdf?sfvrsn=7899efc6_0SS4620000
with the suppliers name, trademark model number and size corresponding to catalog designation. Post-tensioning, Federation of Structural Concrete (FIB) Technical Report, Bulletin 7, titled “Corrugated Plastic Duct for Internal Bonded Post-Tensioning” as modified herein. Therequirements in FIB Technical Report, wear test as described in Chapter 4, Article 4.1.7 of FIB Technical Report, Bulletin 7, titled, to the wear test apparatus with the same clamping force as a function of the number of strands
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4620000.pdf?sfvrsn=c78cdfd2_0SS4620000
with the suppliers name, trademark model number and size corresponding to catalog designation. Post-tensioning, Federation of Structural Concrete (FIB) Technical Report, Bulletin 7, titled “Corrugated Plastic Duct for Internal Bonded Post-Tensioning” as modified herein. Therequirements in FIB Technical Report, wear test as described in Chapter 4, Article 4.1.7 of FIB Technical Report, Bulletin 7, titled, to the wear test apparatus with the same clamping force as a function of the number of strands
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4620000.pdf?sfvrsn=a2a25521_0SS4620000
with the suppliers name, trademark model number and size corresponding to catalog designation. Post, of International Federation of Structural Concrete (FIB) Technical Report, Bulletin 7, titled “Corrugated, Technical Report, Bulletin 7, are modified as follows: Conduct the lateral load resistance test (FIB 4.1.4, of a modified duct wear test as described in Chapter 4, Article 4.1.7 of FIB Technical Report, Bulletin, be identical to the wear test apparatus with the same clamping force as a function of the number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4620000.pdf?sfvrsn=34344ee3_0SS4620000
with the suppliers name, trademark model number and size corresponding to catalog designation. Post-tensioning, Report, Bulletin 7, titled “Corrugated Plastic Duct for Internal Bonded Post-Tensioning” as modified herein. Therequirements in FIB Technical Report, Bulletin 7, are modified as follows: Conduct, 4.1.7 of FIB Technical Report, Bulletin 7, titled “Corrugated Plastic Duct for Internal Bonded, clamping force as a function of the number of strands in the duct; however, modify the procedure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss4620000.pdf?sfvrsn=12389f0_011-Contractor Past Performance Rating CPPR 2023_NEW
Rules ➢ Standard rules of rounding apply ➢ Documentation = Daily Report of C o n s t r u c t i, 100 % ➢ No Deficiency Letter used ➢ Daily Report of C o n s t r u c t i o n tracks this. 12, Contractor pursued work on that many number or days. Make a notation in the remarks section, formance Report. 3. The pursuit of work be greater than 100%. 4. Are DLs used for Category 2 (MOT, ➢ CPA M 13 .1.9 Preparing the Report (A)(1) (B) provides link and description to C I M ➢ Current
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➢ Documentation = Daily Report of C o n s t r u c t i o n , Stop Wo r k O r d e r s , email, progress, Report of C o n s t r u c t i o n tracks this. 10 ➢ Pursuit of Wo r k cannot be greater than 100, on the five-day workweek and whether Contractor pursued work on that many number or days. Make a notation, Past Pe r f ormance Report. 3. The pursuit of work be greater than 100%. 4. Are DLs used, CPPR overdue lists. Entry Into C I M ➢ CPA M 13 .1.9 Preparing the Report (A)(1) (B) provides link
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2024-fall-construction-academy/2-contractor-past-performance-rating-cppr-2024_new.pdf?sfvrsn=4fd37916_1