3390 search results for REPORT NUMBER
SFTY-26-11
Request for Research Funding for FY 2025-2026 Project Number (Research Center Use Only): SFTY-26-11 Requesting Office Safety Priority 11 of 11 Proposed Title Developing MOEs for speed management strategies by Context Classification Justification The proposed research is essential as it addresses the lack of a systematic framework to evaluate the effectiveness of speed management, (PMS) data, National Cooperative Highway Research Program (NCHRP) Report 753 findings, and related
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with Section 6, independent laboratory test report, and calculations and drawings showing details, : Is legibly and visibly marked with the manufacturer’s name or logo and the model number. 646-2.23
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Engineering Analysis Report (EAR) may not be applied to a current major repair without the approval, as to relieve the Contractor of his responsibility for QC. The number and type of deficiencies evaluated
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. Identify Department approved pit number and aggregate gradation. Handle the aggregates in a manner, , for at least three years after receipt: 1. A copy of the scale company or testing agency report showing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/3470000.fhwa.pdf?sfvrsn=8f58004_0D3380000.do
of the original pavement thickness design package and design traffic report to the Responsible Party upon request. b.Determination that the Accumulated ESALs (Number of 18 Kip Equivalent Single
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of the original pavement thickness design package and design traffic report to the Responsible Party upon request. b.Determination that the Accumulated ESALs (Number of 18 Kip Equivalent Single
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d3380000.do.pdf?sfvrsn=3bce825c_09320300.origind
of this Section following the sampling frequency and number of specimens required by ACI 440.6., of polymerization (resin) ASTM E2160 Report value for each resin system used Minimum Mean Tensile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9320300.origind.pdf?sfvrsn=54cbf504_03380000SS
design package and design traffic report to the Responsible Party upon request. b. D e t e r mination t h a t t he A c c u mulated ESALs (Number of 18 Kip Equivalent Single Axle Loads
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and design traffic report to the Responsible Party upon request. b. Determination that the Accumulated ESALs (Number of 18 Kip Equivalent Single Axle Loads in the design lane) have increased by 25
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and design traffic report to the Responsible Party upon request. b. Determination that the Accumulated ESALs (Number of 18 Kip Equivalent Single Axle Loads in the design lane) have increased by 25
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3380000ss.pdf?sfvrsn=b86e9937_03470000.origind
or contaminating different grades or types of materials. Identify Department approved pit number, , certified mill test reports). 3. A copy of the scale company or testing agency report showing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/3470000.origind.pdf?sfvrsn=33a5ddd0_0SP4550100DTwoTP
of three times the depth of excavation for the footing. Obtain the Engineer’s approval of the number, of the structures: one report before beginning foundation construction operations and a second report after completing foundation construction operations. The Department will take ownership of both, with subsequent construction operations. Furnish the Engineer a written report by the divers indicating, . Ensure that the type, number, and location of the strain gauges are as shown in the Plans
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ORIGINATION FORM Date:6-5-13 Originator: Gene Glotzbach Contact Information: Traffic Engineering and Operations, Traffic Systems Section 850-410-5600 Specification Title: 687 – Highway Advisory Radio Specification Section, Article, or Subarticle Number: 687 Why does the existing language need to be changed? The requirements for permanent Highway Advisory Radio stations are being moved, the test. If a component has been modified as a result of a system test failure, prepare a report
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of three times the depth of excavation for the footing. Obtain the Engineer’s approval of the number, of the structures: one report before beginning foundation construction operations and a second report, with subsequent construction operations. Furnish the Engineer a written report by the divers indicating, . Ensure that the type, number, and location of the strain gauges are as shown in the Plans or as directed, : Submit a preliminary static load test report to the Engineer within five days after completing
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Link Central Florida Complete Streets Report Download Link 2.0 Complete Streets Planning, , or where a high number of trips are originating to or from (such as events). Micromobility, and an increased need for curb space. Context is a key element, and dense areas with a larger number of vehicles, (or sometimes maximum) number of parking spaces required for a quantity of a certain land use, . 3.1.4 Multi-use slow travel lanes As the number of travel modes increases, the need to re-evaluate how
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Systems Section is to monitor and report on the condition, structural integrity, and performance, to play a major role in the number of nighttime accidents. Nighttime visibility of markings is typically, – 5G” where XXXX is the last 4 digits of the instrument’s serial number. It is recommended to connect, of the number of lanes. Table 1 shows an explanation of the nomenclature used. Table 1 - Pavement, White skip line. A number is placed between the Direction and the Stripe Type to indicate
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and report them to the Engineer. Intheevent that two consecutive individual Quality Control test results, the aggregate, reduce the number of coverages or the PLI of the rollers. If the rollers continue, and hydrated lime, project number, customer name, and shipping date. 337-10.3.3 Certification, . The certification must include the Contract Number, FPID Number, Certification Number
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and report them to the Engineer. Intheevent that two consecutive individual Quality Control test results, the aggregate, reduce the number of coverages or the PLI of the rollers. If the rollers continue, and hydrated lime, project number, customer name, and shipping date. 337-10.3.3 Certification, . The certification must include the Contract Number, FPID Number, Certification Number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/3370000sse7b27216813e42deb42434fafd6bc051.pdf?sfvrsn=648808be_03370000SS
and report them to the Engineer. Intheevent that two consecutive individual Quality Control test, . In the event that the roller begins to crush the aggregate, reduce the number of coverages, , as-blended quantities of aggregate and hydrated lime, project number, customer name, and shipping, produced and accepted on the Contract. The certification must include the Contract Number, FPID Number, Certification Number, Certification Date, period represented by Certification and the tons
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and report them to the Engineer. Intheevent that two consecutive individual Quality Control test, . In the event that the roller begins to crush the aggregate, reduce the number of coverages, , as-blended quantities of aggregate and hydrated lime, project number, customer name, and shipping, produced and accepted on the Contract. The certification must include the Contract Number, FPID Number, Certification Number, Certification Date, period represented by Certification and the tons
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3370000ss.pdf?sfvrsn=8fec475c_0