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5340000.origind
of all quality control testing and inspections required by Sections 346 and 400 for the precast component construction. Perform all Quality Control Testing using Construction Training and Qualification Program (CTQP) qualified testing personnel. Perform compressive strength testing, in the Plans. 534-6 Test Wall. Erectatest wall section not less than 50 feet in length before starting general wall construction at the project site. The Engineer will use the erection of the test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/5340000.origind.pdf?sfvrsn=f1f87686_03370000.origind
Providecertifiedtestresultsforeachbatchoffibermaterial indicating compliance with the above tests, ) Providecertifiedtestresultsforeachbatchoffibermaterial indicating compliance with the above tests. 337-3 General Composition of Mixes. 337-3.1, 312-08 and FM 1-T 209 (and conditioning prior to testing) will not be required as part of 334-5.1.1.1, with respect to surface tolerance in accordance with 334-5.1.8. No density testing will be required, 3370000 All Jobs 337-6.2.1.1 Individual Test Tolerances for FC-5 Production: Terminate the LOT if any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3370000.origind.pdf?sfvrsn=c477462d_0SS7020000
. Conduct field tests in accordance with FM 5-541 and ASTM E 2177 (Bucket Method).Take test readings, random samples of the materials in accordance with the Department’s Sampling, Testing and Reporting, and reflective elements packages. Submit a certified test report to the Engineer indicating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss7020000.pdf?sfvrsn=e1660ce1_01040005SS
[2 m/sec] as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Furnish to the Engineer, two certified copies of manufacturers test reports showing that the erosion control blankets meet, for product identification. The manufacturers test records shall be made available to the Department upon
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/1040005ss.pdf?sfvrsn=27a74c48_0SS7020000
. Conduct field tests in accordance with FM 5-541 and ASTM E 2177 (Bucket Method).Take test readings, random samples of the materials in accordance with the Department’s Sampling, Testing and Reporting, and reflective elements packages. Submit a certified test report to the Engineer indicating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss7020000.pdf?sfvrsn=90cbcbaa_01040005SS
[2 m/sec] as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Furnish to the Engineer, two certified copies of manufacturers test reports showing that the erosion control blankets meet, for product identification. The manufacturers test records shall be made available to the Department upon
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/1040005ss.pdf?sfvrsn=e2738937_01040500.origind
velocity of 6.5 ft/sec as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Furnish Submit to the Engineer, two certified copies of manufacturers test reports from the manufacturer showing, by 8 inch samples for product identification. The manufacturers test records shall be made available
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/1040500.origind.pdf?sfvrsn=41210f2e_0SS7020000
. Conduct field tests in accordance with FM 5-541 and ASTM E 2177 (Bucket Method).Take test readings, random samples of the materials in accordance with the Department’s Sampling, Testing and Reporting, and reflective elements packages. Submit a certified test report to the Engineer indicating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss7020000.pdf?sfvrsn=55250bab_0ERS PMU Project Maintenance_09072021
. Failing Test Findings ................................................. Error! Bookmark not defined. 4, This is a detailed report of the laboratory samples including test results, comparison results, and charts, the FM 1-t 238 tests for a project, logbook, date range or station range. 7. ERS – Gauge Calibration, testing technicians being flagged as unqualified on ERS samples. B. Sample Tab Reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/ers/ers-pmu-project-maintenance_09072021.pdf?sfvrsn=91ebfe9c_3CR Complete
operational tests at device server field sites according to the test procedures stated herein, this. [Spec. 120-8] 3. Has the CEI enforced the requirement that all required density test results, that the correct Proctor is used when density tests results are evaluated for materials acceptance, ensuring that all sampling and testing requirements are met and enforcing the requirement that all samples and test are taken randomly? Does the field test verify this? [Spec. 120-10] 6. Is initial
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1617/cr-complete.pdf?sfvrsn=a031e732_05610000.FHWA
), or in lieu of MSDS, submit performance test reports showing percent weight compositional analysis, , wash, test and remove soluble salts, and abrasive blast or hand and power tool clean to remove, appears to be defective. When the existing coating is to remain, clean, wash, and test and remove, and Removal: Meet the requirements of 560-7.5 except test five random locations in the first 1000 square, for drying and recoating. Before handling, test for cure in accordance with the manufacturer’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/5610000.fhwa.pdf?sfvrsn=a5dc8c98_09620100-724origind
of Table 962-1.1 and 962-1.2 when impact testing is specified. Grade HPS 70W shall, test reports shall identify average impact test values. Provide certifications that meet, structural steel in accordance with ASTM A709. Table 962-2 Requirements for Impact Testing Structural, Round, Square, Rectangle, Special Note: If yield ≥15 ksi above specified grade, test temperature, -sectional thickness meets mechanical property test requirements. Retreatment by re-austenitizing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9620100-724origind.pdf?sfvrsn=b4efa3c9_1344LAP.fhwa
. 344-3.9 Sampling and Testing: 344-3.9.1 Category 1: The Engineer may sample and test the concrete, Blazo in the State Materials Office to define acceptance testing as performed by the Local Agency, or Class Test Method Exceptions Class C Fly Ash ASTM C 618 Not to be used with Types IP or IS cements, three hours, perform an additional moisture test approximately half way through the batching, the manufacturer of the precast element that the element meets the quality control and inspection testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/344lap.fhwa.pdf?sfvrsn=44fc32a3_09084 Contract Document
Standards - (Application for copies should be addressed to the American Society for Testing, and tests called for in the Florida Department of Transportation Standard Specifications Sections 706, to the Florida Department of Transportation for testing and approval for future listing on the Approved Products List. 4.2 Random Samples: Samples of delivered items may be selected at random and tested, in the “General Conditions” of the bid. 4.3 Inspection and Test: The State of Florida reserves the right
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will take random samples of all material in accordance with the Department’s Sampling, Testing, material in accordance with the Department’s Sampling, Testing and Reporting Guide schedule 711-2.1.1, , Testing and Reporting Guide schedule. 711-2.3 Sand: Use materials meeting the requirements of 971-5.4, will conduct field tests in accordance with FM 5-541. Remove and replace traffic stripes and markings, . TheDepartment reserves the right to test the markings within three days of receipt of the Contractor’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/7110000fhwa.pdf?sfvrsn=b752a629_09650200-723FHWA
, and this section. Verify the strength of each Lot by tensile test. Alternate testing will not be accepted, . Verify the strength of each Lot by tensile test. Alternate testing will not be accepted. Protect, Components Product Test Method Alloy/Temper Reported Properties Pole, Arm, Extrusions ASTM B221 6061-T6, Head Bolts ASTM F468 2024-T4 6061-T6 S2 Lot Testing, Alloy, Temper Hex Nuts ASTM F467 6061-T6 6262-T9 S2 Lot Testing, Alloy, Temper 9650200 All jobs 965-2.1 Light Poles: Provide aluminum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9650200-723fhwa.pdf?sfvrsn=22aaf68b_1fdot-bed25-977-02-rpt
the Florida Highway Patrol (FHP) – Troop C for their invaluable help with the testing, of implementation guidelines. By understanding the causes and effects of rubbernecking and testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed25-977-02-rpt.pdf?sfvrsn=a1b45497_39900000.impl
strength of 40 psi when tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch by 0.05 inches minimum thickness shall be tested at a temperature range of 40°F to 80ºF using a jaw, elongation of 25% when tested in accordance with ASTM D638. 990-4.8 Plastic Pull test: The stripes, Life Test: Meet the following: (a) The photovoltaic unit shall be designed to provide 21 days, and markings shall provide a minimum skid resistance value of 35 BPN (British Pendulum Number) when tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/9900000.impl.pdf?sfvrsn=d7fd66f5_03370000.FHWA
tests. 337-2.7.2 Cellulose Fibers: Use cellulose fibers meeting the following requirements: 1. F i, tests. 337-3 General Composition of Mixes. 337-3.1 General: Use a bituminous mixture composed, prior to testing) will not be required as part of 334-5.1.1.1. 3.ThestandardLOTsizeofFC-5will, in accordance with 334-5.1.8. No density testing will be required for these mixtures. 3370000.D01, 337-6.2.1.1 Individual Test Tolerances for FC-5 Production: Terminate the LOT if any of the following
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3370000.fhwa.pdf?sfvrsn=a780b0a2_04500204.FHWA
found as a result of the inspection and testing. Keep certified test reports for all materials, and testing of prestressing steel, reinforcing steel, concrete materials and concrete, curing, mill analysis, physical property test report and the manufacturer’s assigned LOT number, of material received, the manufacturer’s assigned LOT number, certified test values for specified, be subsequently evaluated, tested by the Contractor as required by the Department, and approved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4500204.fhwa.pdf?sfvrsn=ebae688e_0