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9320103FHWA
will select a minimum identify specimens for the test samples. Contractor will provide the testing, the sample rate and test location to optimize the samples number. Please review and transmit your, be used if required by the manufacturer. When a manufacturer’s product is tested and approved, Physical Requirements: Table 932-3 Silicone Sealant Type Test Method Type A Type B Type C Type D, to 1.34 Table 932-3 Silicone Sealant Type Test Method Type A Type B Type C Type D Durometer hardness
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also perform sampling and testing. Materials will be accepted if test results meet the requirements, the requirements of the Section and no individual LBR test is less than 120, the sampling and testing frequency, the Engineer in writing prior to reducing testing frequency. If any QC LBR test result falls below, locations and methods for constructing stockpiles for sampling and testing. f. Method for sampling and reporting test results. 3. The Engineer will coordinate the review of the “Plan” with the District
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% dynamic testing, the Engineer will determine the bearing of all piles using the data received from dynamic load testing equipment utilizing internally or externally mounted sensors according to the methods described in 455-5.12.1. For foundations not requiring 100% dynamic testing, the Engineer, of templates. 5. Details of proposed load test equipment and procedures, including recent calibrations, to voided or cylinder piles due to interior water pressure. Notify the Engineer of any test pile
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2 O (% Na 2 O plus 0.658% K 2 O), may be used with no further testing. When tests performed, heat of hydration for Type II (MH) shall be 80 88 cal/g or less at seven days when tested, be 80 cal/g or less at seven days when tested in accordance with ASTM C-186. ARTICLE 921-2 (Pages, Test Report – indicates a certification from the cement supplier identifying that the cement meets, test report must identify that there is limestone in the cement, if limestone is included
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Testing requirements for Project Material Acceptance of CFRP Prestressing Strand Property Test, Carbon Fiber Reinforced Polymer (CFRP) Strands: Meet the requirements of ACI 440.3R, B.10 – Test, or at least 90% of the specified ultimate strength for parallel wire assemblies. 933-5 Required Tests for Prestressing Strand and Bar. 933-5.1 General: Tests shall be performed to determine the physical characteristics of prestressing reinforcement. For tests specified to be made by the producer
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Testing requirements for Project Material Acceptance of CFRP Prestressing Strand Property Test Method, , B.10 – Test method for performance of anchorages of FRP bars. 933-4.2 For Steel Parallel Wire, Required Tests for Prestressing Strand and Bar. 933-5.1 General: Tests shall be performed to determine the physical characteristics of prestressing reinforcement. For tests specified to be made by the producer, submit certified test results to the Engineer prior to use. 933-5.2 Strands: 933-5.2.1
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cylinder testing for compressive strength of cement grout and to be consistent with the requirements, . Do not perform strength testing as system performance will be measured by proof-testing each anchor. The Department may require cylinder grout cube testing if the Contractor uses admixtures or irregularities occur in anchor testing. Cast a set of three 4 inches x 8 inches grout cylinders, tested in accordance with ASTM C39. 4510405 All Jobs Improve Safety, Enhance Mobility, Inspire
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is deleted and the following substituted: 352-5 Acceptance Testing for Surface Tolerance. Test, to ensure conformity approved by the Engineer. 1. Testing with a 10 foot straightedge: Use, . Testing with a 10 foot rolling straightedge: Use this straightedge for longitudinal profiling, irregularities exceeding 1/8 inch in a 10 foot effective length of the straightedge. When tested, and obvious irregularities as directed. 3. Testing With A California Type Profilograph: a. General: Use
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is deleted and the following substituted: 352-5 Acceptance Testing for Surface Tolerance. Test, to ensure conformity approved by the Engineer. 1. Testing with a 10 foot straightedge: Use, . Testing with a 10 foot rolling straightedge: Use this straightedge for longitudinal profiling, irregularities exceeding 1/8 inch in a 10 foot effective length of the straightedge. When tested, and obvious irregularities as directed. 3. Testing With A California Type Profilograph: a. General: Use
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Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior, strength concrete to obtain this strength at an earlier time to prevent testing delays. Load test, , or no later than 30 days before beginning test pile installation, of the proposed testing schedule so, of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off, specified test piling in end bents or, (2) the Plans show uncased piles through proprietary retaining wall
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ADHESIVE BONDING MATERIAL SYSTEMS FOR STRUCTURAL APPLICATIONS. (REV 8-14-07) (1-08) ARTICLE 937-4 (Pages 830 and 831) is deleted and the following substituted: 937-4 Minimum Performance Requirements. 937-4.1Minimum Performance Requirements (FM 5-568): When tested in accordance with FM 5-568, )Afterremovalofthe42dayload,theuniformbondStressfrom a subsequent Confined Tension Test shall not be less, of the requirements of 937-4.1, the adhesive bonding material system, for general use, may be tested to and meet
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: 346-9.2 Sampling Frequency for Quality Control Tests: Asaminimum, sample and test concrete of each, is used for the same mix design, describe the method of sampling, testing and LOT numbering in the QC, on a random number generator, and may perform additional Independent Verification tests. All QC, strength test results from the same mix design for a Class III or lower class of concrete is produced, the current project. Only one sample can be taken from each LOT. Test data must be from a laboratory
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substituted: 346-9.2 Sampling Frequency for Quality Control Tests: Asaminimum, sample and test, substituted: 346-9.2 Sampling Frequency for Quality Control Tests: Asaminimum, sample and test concrete, production facility is used for the same mix design, describe the method of sampling, testing and LOT, tests. All QC activities, calculations, and inspections will be randomly confirmed, five consecutive strength test results from the same mix design for a Class III or lower class
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3460902sl.fhwa_1.pdf?sfvrsn=ed4bc186_0Section62-100417
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Specifications, and Part II Tests, Washington, D.C. Approved Product List (APL), Florida Department of Transportation. Field sampling and Testing Manual, Florida Department of Transportation. Topic Number, to the inspections, measurements, and necessary tests to substantiate materials and Pipe, controlQC personnel to perform specified inspections and tests and maintain an acceptable quality controlQC
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, hydrostatic testing equipment. (I) Joint forming equipment and gaskets, and Pipe test results. (J) LOT, Specifications for Road and Bridge Construction. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania. American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests, Washington, D.C. Approved Product List (APL), Florida Department of Transportation. Field sampling and Testing
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, hydrostatic testing equipment. (I) Joint forming equipment and gaskets, and Pipe test results. (J) LOT, Specifications for Road and Bridge Construction. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania. American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests, Washington, D.C. Approved Product List (APL), Florida Department of Transportation. Field sampling and Testing
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for testing shall be determined by the testing lab selected by the Contractor. All tests shall, laboratory may use the manufacturer’s test facilities providing that testing machines are shown to comply, the rejected LOT for a repeat test at Level II. All costs associated with additional (repeat) tests shall, the performance of their products in accordance with Florida Test Methods FM 5-532 or FM 5-533. 932-1.2.3, . When a manufacturer’s product is tested and approved by the Department using a primer, primer
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in 932-2.2.5 when tested in accordance with ASTM Designations shown. Test specimens shall be prepared, , the independent laboratory may use the manufacturer’s test facilities providing that testing machines, (repeat) tests shall be borne by the Contractor. Both pads must pass Level II Test for acceptance, the performance of their products in accordance with Florida Test Methods FM 5-532 or FM 5-533. 932-1.2.3, . When a manufacturer’s product is tested and approved by the Department using a primer, primer
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Society of Mechanical Engineers ASTM American Societyfor Testing and Materials AWG AmericanWire, letters, designatesa specification, test method, or other code or recommendation of the particularauthority or organization shown. Use standards, specifications, test methods, or other codes as specified, n t Laboratory. The official testing laboratory used by the Department. Major Item of Work. Any, be subjected to the tests provided for in these Specifications to determine the materials’ quality
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Test Method Test Conditions Requirement Pipe Liner FM 5-572, Procedure A 10% Igepal solution at 122, Junction FM 5-572, Procedure B and FM 5-573 Full Test 2,3 : Test at 3 temperature/stress, test condition Determine failure time at 500 psi at 73.4 o F ≥ 100 years (95% lower confidence) using 15 failure time values 4 . The tests for each condition can be terminated at duration, psi 500.0 hr at 158°F 650 psi Single Test 5 : Test temperature 176 o F and applied stress
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