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1040000FHWA
. 104-4 Materials for Temporary Erosion Control. The Engineer will not require testing of materials, no testing is required, the Engineer will base acceptance on visual inspection. The Contractor may use, /sec as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Submit to the Engineer, certified test reports from the manufacturer showing that the erosion control blankets meet the requirements
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anchorage system is crash tested to NCHRP Report 350 Test Level 3 criteria, is accepted by FHWA, the crash cushion system is crash tested to NCHRP Report 350 Test Level 3 criteria, is accepted, approvals will be contingent on FDOT’s evaluation of crash test performance results for consistency, on FDOT’s evaluation of crash test performance results for consistency with FDOT temporary barrier
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i b e r material indicating compliance with the above tests. 337-2.6.1.1 Notice of Patented, indicating compliance with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use, and FM 1-T 209 (and conditioning prior to testing) will not be required as part of 334-4.1, for sample size of n = 1 from the verified mix design 337-6.3.1 Individual Test Tolerances for FC-5 Production: In the event that an individual Quality Control test result of a sublot for gradation (P
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i b e r material indicating compliance with the above tests. 337-2.6.1.1 Notice of Patented, indicating compliance with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use, and FM 1-T 209 (and conditioning prior to testing) will not be required as part of 334-4.1, for sample size of n = 1 from the verified mix design 337-6.3.1 Individual Test Tolerances for FC-5 Production: In the event that an individual Quality Control test result of a sublot for gradation (P
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d3370000.pdf?sfvrsn=96f044a0_0Documents
Testing 1.0 06/30/2010 PDF Footprints Based Test Cases FAT 3 1.0 11/29/2007 PDF Footprints Based, Test Procedures for SunGuide Video Wall Subsystem and Driver 5.0 07/01/2015 PDF SunGuide Video Wall, Firmware Independent Verification & Validation Test Plan 1.6.1 06/14/2007 PDF Ramp Metering Firmware, Configuration 1.0 11/03/2011 PDF Windows Server 2008 Rs x 64 SunGuide Compability Testing 1.0 06/30/2010, SICP 7.1 03/26/2018 PDF Release 6.1 Patch 1 Independent Verification and Validation (IV&V) Test Plan
https://www.fdot.gov/truckparking/documents3460000FRC.comm
and test results of the compressive strength, flexural strength, impact, and residual strength, by the Engineer.” All inspections and testing are subject to verification by the Engineer. This may, ** note and *** note – change last sentence from: Perform the ARS test at the time the mix design is developed and submit samples to the State Materials Office for testing. To: Submit concrete samples to the State Materials Office for an ARS test at the time the mix design is being developed
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Specifications and Design Standards. All required test reports must be conducted by an independent laboratory or other independent testing facility. All required drawings and calculations must be signed, and approval by the Department. The Department will consider any marked variations from original test values, and detailed by the applicable Specifications and Design Standards. All required test reports must be conducted by an independent laboratory or other independent testing facility. All required drawings
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. Conduct field tests in accordance with FM 5-541.Take test readings representative of the pavement, with the Department’s Sampling, Testing and Reporting Guide schedule. 711-3 Equipment. Use equipment capable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/7110000-722impl.pdf?sfvrsn=6d6b044_2Risk Management Plan
. . . . . . . . . . . . . . . . . . . . . . . . . . . . F a c t o r y A u t h o r i z a t i o n Test FDOT, to deliver a required test tool or jig, etc.) and requesting assistance from the FDOT to resolve, Critical 5 SwRI is increasing the amount of peer reviews and testing can reduce the probability, and schedule. Holding schedule while accepting changing requirements compresses testing, July 29, 2010 Title Post FAT Issues. Description Unit testing, integration testing and FAT have
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the following criteria: Property Test M e t h o d M i n i mum M a x i mum Density ASTMD1475 13.5, to bear traffic in not more than two minutes. 971-3.3.2 Abrasion Resistance: Test four samples per, criteria: 9710303 Jobs with Permanent Traffic Markings Property Test M e t h o d M i n i mum M, Resistance: Test four samples per LOT using a Taber Abrader. The paint shall be applied to specimen, Markings Property Test M e t h o d M i n i mum M a x i mum Dry Opacity * Fed Std 141a Method 4121
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that the placement locations of the various QC samples represented by strength test cylinders can be identified in the event the test cylinders indicate deficient strength. When concrete is placed by pumping, take all test samples of concrete at the end of the discharge line, except in accordance
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all skins, dirt and foreign objects. 971-4.2 Composition: Component Test Method Criteria Total, . 971-4.3 Physical Requirements: The material shall meet the following criteria: Property Test, ten minutes. 971-4.3.2 Abrasion Resistance: Test four samples per LOT using a Taber Abrader
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of AASHTO M 180, the coating properties, sampling, test methods, inspection, and certification related, on manufacturer’s certified mill analysis of test results meeting the specification limits of the ASTM or AASHTO designation as stated above. Certification of these test values, representing each
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on samples taken by the Department and manufacturer’s certified mill analysis certifying that the test, mill analysis certifying that the test results meet the specification limits of the ASTM or AASHTO, certified mill analysis certifying that the test results meet the specification limits of the ASTM
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piling. (2) Prestressed concrete piling. (3) Steel piling. (4) Test piling. (5) Sheet piling, recommend that the test piling should be removed from the Classification of 455-4. The test piling can
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]. with the modification that a hydrostatic pressure test up to 6.0 psi [40 kPa] without leakage will suffice, Certification Requirements: The Contractor shall provide three certified copies of test reports, 923M] with the modification that a hydrostatic pressure test up to 6.0 psi [40 kPa] without leakage
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Composition: Component Test Method Criteria Total Solids, by weight ASTM D 2369 75% minimum Pigments, meet the following criteria: Property Test Method Minimum Maximum Density ASTM D 1475 13.5 ± 1.4, shall set to bear traffic in not more than ten minutes. 971-4.3.2 Abrasion Resistance: Test four
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the following criteria: Property Test M e t h o d M i n i mum M a x i mum Density ASTMD1475 13.5, to bear traffic in not more than two minutes. 971-3.3.2 Abrasion Resistance: Test four samples per, criteria: 9710303 Jobs with Permanent Traffic Markings Property Test M e t h o d M i n i mum M, Resistance: Test four samples per LOT using a Taber Abrader. The paint shall be applied to specimen, Markings Property Test M e t h o d M i n i mum M a x i mum Dry Opacity * Fed Std 141a Method 4121
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objects. 971-4.2 Composition: Component Test M e t h o d Criteria TotalSolids,byweight ASTMD2369 75, shall meet the following criteria: Property Test M e t h o d M i n i mum Maximum Density ASTMD1475, traffic in not more than ten minutes. 971-4.3.2 Abrasion Resistance: Test four samples per LOT
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. 971-4.2 Composition: Component Test Method Criteria Total Solids, by weight ASTM D 2369 75, : The material shall meet the following criteria: Property Test Method Minimum Maximum Density ASTM D 1475, Resistance: Test four samples per LOT using a Taber Abrader. The paint shall be applied to specimen
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