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SS4460300
of production data, either from Department acceptance tests or independently verifiable commercial mixes, of this Section. (2) Test data from a single trial batch of 0.10 yd 3 minimum is required, which
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss4460300.pdf?sfvrsn=3a7adbea_0SS4460300
of production data, either from Department acceptance tests or independently verifiable commercial mixes, of this Section. (2) Test data from a single trial batch of 0.10 yd 3 minimum is required, which
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to be tested by “Theoretical Elongation Verification” may be installed for test; and, (2)b. Transverse, within 10% of test device volume for the 0.5 gallon test device. When testing the 6.5 gallon device, test on a per batch basis. For fluidity tests done on a per batch basis, perform test after new, for testing fluidity. (c)3. Perform fluidity test for each tendon to be grouted without modifying water, for PT system and component testing; however, subcomponents of approved systems may be eliminated from
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is modified to clarify that the field testing is required only for installations of traffic railing, of the State Structures Design Office to clarify that the field testing is required only, Adhesive-Bonded Anchors: Field test installed anchors and dowels for applications connecting traffic, adhesives. The Engineer may also require testing of installed anchors and dowels for other applications. Test individual anchors and dowels by proof loading in tension to 85% of the specified bond strength
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testing on sidewalk in the Standard Specification. Please review and transmit your comments, if any, of the sidewalk or driveway, when right-of-way conditions allow. Meet the testing frequency and maximum lift thickness requirements of Section 120. Record density test results in the Earthwork Records, to grade and cross-slope. Meet the testing frequency and maximum lift thickness requirements of Section 120. Record density test results in the Earthwork Records System (ERS) section
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of the bearing piles, regardless of the type of pile (test pile or production 4550503.D01 All Jobs pile, control tests using suitable apparatus on the mineral slurry mixture to determine the following, to the drilled shaft excavation: Perform the following tests on the mineral slurry supplied to the shaft, to be measured Range of Results at 68ºF Test Method Density 64 to 73 lb/ft 3 (in fresh water environment, in the above table when field conditions warrant as successfully demonstrated in a Test Hole
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of the bearing piles, regardless of the type of pile (test pile or production 4550503.D01 All Jobs pile, control tests using suitable apparatus on the mineral slurry mixture to determine the following, to the drilled shaft excavation: Perform the following tests on the mineral slurry supplied to the shaft, to be measured Range of Results at 68ºF Test Method Density 64 to 73 lb/ft 3 (in fresh water environment, in the above table when field conditions warrant as successfully demonstrated in a Test Hole
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manufacturer’s facility included on NTPEP’s list of compliant producers. NTPEP Test Results, Requirements: Each geosynthetic material shall be tested by an independent third party in accordance with the following methods as they apply to the specific application type. All testing, All Jobs Table 985-2 Drainage Geotextiles Test Methods and Requirements for Types D-1, D-2 and D-3 Property/Test Method D-1 D-2 D-3 Minimum Permittivity (Sec - 1) per ASTM D4491 D-1a = 0.7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/9850000-722origind.pdf?sfvrsn=66321eed_2CM-685-02 Uninterruptible Power Supply
Inspection TERL Test Cases (Steps): UPS002 (Step 1) FORMTEXT FORMTEXT Init.: FORMTEXT, information in submittal. TERL Test Cases (Steps): UPS001 (Step 1), UPS003, UPS004 (Steps 1, 2) FORMTEXT, Provide a statement of conformance in this field. Compliance Matrix Review TERL Test Cases (Steps, Test Cases (Steps): UPS001 (Step 3), UPS003 FORMTEXT FORMTEXT Init.: FORMTEXT 5, and Functional Inspection FORMTEXT Indicate location of requested information in submittal. TERL Test
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not suitable for testing with the laser profiler will be QC tested and accepted with the straight edge, testing for pavement smoothness of the friction course for mainline traffic lanes will be based, and a report issued with the IRI reported to whole numbers. For a c c e ptance testing purposes, is needed for the Department to schedule the equipment. Prior to testing and for the full project limits, . 330-9.4.2.2 Acceptable Pavement: If the initial ride acceptance test shows all project LOTs to be less than
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not suitable for testing with the laser profiler will be QC tested and accepted with the straight edge, testing for pavement smoothness of the friction course for mainline traffic lanes will be based, and a report issued with the IRI reported to whole numbers. For a c c e ptance testing purposes, is needed for the Department to schedule the equipment. Prior to testing and for the full project limits, . 330-9.4.2.2 Acceptable Pavement: If the initial ride acceptance test shows all project LOTs to be less than
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not suitable for testing with the laser profiler will be QC tested and accepted with the straight edge, testing for pavement smoothness of the friction course for mainline traffic lanes will be based, and a report issued with the IRI reported to whole numbers. For a c c e ptance testing purposes, is needed for the Department to schedule the equipment. Prior to testing and for the full project limits, . 330-9.4.2.2 Acceptable Pavement: If the initial ride acceptance test shows all project LOTs to be less than
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laboratories. Technicians who test concrete properties or perform Verification testing, strength testing, and the recording/reporting of all test data. 105-5.7.4 Concrete Production, QC tests and statistical evaluation of quality control test results. 105-5.8 Supervisory, : 105-5PersonnelQualifications. 105-5.1General: Provide qualified personnel for sampling, testing and inspection, of sampling, testing and inspection. Construction o p e r a t i o n s t h a t r e q u i r e a q u a l i
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include final curing, compressive strength testing, and the recording/reporting of all test data, i n p e r f o rmance of required QC tests and statistical evaluation of quality control test, : 105-5PersonnelQualifications. 105-5.1General: Provide qualified personnel for sampling, testing and inspection of materials, of sampling, testing and inspection. Construction o p e r a t i o n s t h a t r e q u i r e a q u a l i fied, ,andusingDepartment’s standard forms provided by the Engineer, summarize the daily QC activities including testing
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include final curing, compressive strength testing, and the recording/reporting of all test data, i n p e r f o rmance of required QC tests and statistical evaluation of quality control test, : 105-5PersonnelQualifications. 105-5.1General: Provide qualified personnel for sampling, testing and inspection of materials, of sampling, testing and inspection. Construction o p e r a t i o n s t h a t r e q u i r e a q u a l i fied, ,andusingDepartment’s standard forms provided by the Engineer, summarize the daily QC activities including testing
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resistance value of 35 BPN when tested according to ASTM E303. Bike lane symbols and pedestrian, Strength: The stripes and markings shall have a minimum tensile 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 to 80ºF using a jaw speed of 0.25 inch/min. 971-7.8 Elongation: The stripes and markings shall have a minimum elongation of 25% when tested
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prior to testing) will not be required as part of 334-5.1.1. 3.ThestandardLOTsizeofFC-5willbe2,000tons, with 334-5.8. No density testing will be required for these mixtures. Table 337-2 FC-5 Master, )Tolerancesforsample size of n = 1 from the verified mix design 337-6.2.1 Individual Test Tolerances for FC-5, and corrections made to correct the problem. After resuming production, sample and test the material, by a failing test result in accordance with 334-5.9.5. Any LOT terminated under this Subarticle
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Evaluation Program (NTPEP) field test data for additional Pavement Marking Materials (PMM). Please, ) for the vehicle component. The Department will test all standard thermoplastic and profiled thermoplastic, Evaluation Program (NTPEP) field test data meeting FDOT Specification requirementsin lieu of evaluation testing as per FM 5-541, Part B. A notation of the number of coats and the thickness of each coat at which the product passes testing may be placed on the APL. When listed, this will be the minimum
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. TheContractor is permitted to verify the shipping strength test, before 28 days, by testing compressive strength cylinders that are cured under the conditions similar to the product or by testing temperature match cured cylinders. The shipping strength test is the average compressive strength of two test
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will take random samples of all material in accordance with the Department’s Sampling, Testing, field testing in accordance with FM 5-541. Remove and replace traffic stripes and markings not meeting, 5-541. The Department reserves the right to test the markings within 3 days of receipt of the Contractor’s certification. Failure to afford the Department opportunity to test the markings will result in non-payment. The test readings should be representative of the Contractor’s striping
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