8978 search results for test
4554300.FHWA
Testing Technician Grade I. Personnel performing tests on hardened properties of concrete, FOUNDATIONS. (REV 11-5-151-8-16) ARTICLE 455-43 is deleted and the following substituted: 455-43 Testing, that is selected by the Engineer for Verification. Provide curing facilities for all QC and Verification test cylinders in accordance with ASTM C31. Test the cylinders at 28 days, in accordance with ASTM C39, Testing Technician. Alllowstrengthcement grout accepted by the Engineer will be subject to reduced
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, indicates that additional payment will be made for dynamic load tests used for the redrive of test, not sure why submittal of driving and testing records within one day is necessary. FDOT will not determine if Verification Testing is needed until submittal of the Foundation Certification, Verification Testing. In projects that require pile driving beyond initial drive, receiving the data, be on site for dynamic load testing. 455-5.15.3 the verbiage for pile lengths recommended letter should
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, and meet the following minimum testing requirements: Table 932-4 Test Property Description Test, to the average test result from all three LOTs minus three standard deviations. n – Tests shall, , testing, and certification requirements of bearing pads easier to follow. Please review and transmit, . Materials for pavement joints shall be tested according to ASTM D5329. 932-1.2.2.1 Physical, of the sealant showing the defect. At least two test samples in a group of three representing a given
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. Response We often refer to test holes as “test shafts” and shafts for load tests as “Load Test Shafts, showing that it meets required spec testing ranges? Response: No, The intent is to require technical, FDOT certified for polymer slurry even though product documentation details proper test ranges, Comment: (7-24-12) Type: 4550000 Text: 1) For structures without test piles current change, day after driving the dynamic load tested piles for the Engineer to complete the signal matching
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the mixing operation and before the mix is discharged. The Engineer may require additional testing, Production Facility Listing will be maintained by the SMO. 3. Test Report: A certification from the SCM producer showing that the SCM meets the requirements of this Section. The test report must include, gravity of the SCM. f. The approved laboratory that performed all tests. 4. Purchaser: The term, is discharged. The Engineer may require additional testing beyond the requirements of this Section prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/9290100-722fhwa.pdf?sfvrsn=90fcacb2_2Section6.3-100417
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, ) inspections, sampling, and testing to ensure of the quality and acceptability of the materials, of precast concrete products. The QA inspection and testing will be performed in accordance, Specifications, and Part II Tests, Washington, D.C. Topic No.: 675-000-000 Materials Manual Effective: March, . Field Sampling and Testing Manual, Florida Department of Transportation. 6.3.4 SCOPE
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the test will be the number of piles tested and accepted. 455-12.14 needs to add when a pile has been, : The actual time frames for each project should be determined during the test pile program. Hopefully, - The test pile log is not part of the required submittal information for production lengths. Logs, a random date that probably should be omitted. Response: The test pile logs are normally part of the dynamic load testing report required to be submitted. Action(s): No change made. • 455-5.15.2.1
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Table 5-2 Testing requirements for Product Acceptance of Prestressing CFRP Strand Property Test Method, the requirements of Section 105. CFRP strand shall meet the requirements of ACI 440.4, following the test, Fiber Reinforced Polymer (CFRP) Strands: Meet the requirements of ACI 440.43R, B.10 – Test method, % 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
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±5 degrees when test according to National Testing Product Evaluation Program (NTPEP). The NTPEP, be capable of returnin datingafterreceivingfiftyvehicleimpacts when tested according to National testing, all - s ements of Federal st: The following test es gauge for five minutes. Restore, tested shall be cause for tentative ejectioeLO. 93-1.2.2 heinitialspeciftensityof object markers, failure of the reflector being tested. 993 OBJECTMARKERSANDDELINEATORS. (REV1-30-08)(FA1-31-08)(7-08
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to read “Submit a pixel test as a form of status feedback to the transportation management center (TMC, and reporting the results of pixel tests is sufficiently covered in the sentences that immediately, of 30 calendar days prior to all tests to permit the Engineer or his representative to observe each test." Suggest changing "or his" to "or their" Response: Agree. Change made
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to read “Submit a pixel test as a form of status feedback to the transportation management center (TMC, and reporting the results of pixel tests is sufficiently covered in the sentences that immediately, notice of 30 calendar days prior to all tests to permit the Engineer or his representative to observe each test." Suggest changing "or his" to "or their" Response
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joint. Test pipe joints at the plant hydrostatically using test methods in ASTM C-443. Soil tight, the specimen shall be tested by the appropriate section of ASTM C 497, External Load Crushing Strength by the Three-Edge Bearing Test Method. ExpandSection5.1ofASTMC1450withthefollowing, tested under this Specification shall be tested in the saturated condition after immersion, to testing. InlieuofSection8ofASTMC1450meet the following: Each length of pipe shall be provided
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testing laboratory, or Specialty Engineer with prior load test experience on at least three, this strength at an earlier time to prevent testing delays. 4550103.D012 All Jobs Load test piles/shafts, 30 days before beginning test pile installation, of the proposed testing schedule so that items, , but not limited to, information gained from the driving of test piles, dynamic load testing, static, days after driving all the test piles, completing all load tests, completing all redrives
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in an environmentally controlled test chamber. Testing shall be performed in the environmental chamber, 12 when tested in accordance with ASTM D 1925 or ASTM E 313. The daylight 45 degree, 0 degree luminous directional reflectance shall be a minimum of 70 when tested in accordance with ASTM E 1347, of four bends. The test on each post shall be completed within two minutes of removal from oven, and held in position at both ends. The post shall be subjected to five impact tests concentrated near
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9720300.origind.pdf?sfvrsn=85adf45c_09600201-723FHWA
in the testing will be 6,500 psi. For anchorages that will be used for tendons with flexible filler, test, requirements for testing of post-tensioning anchorages and addressing the presence of water, shall develop at least 9596% of PT steel actual ultimate strength when tested in an unbonded state, . Test anchorages with typical local zone reinforcement shown in system drawings. 5. Test, Edition) with the exception that the design concrete strength used in the testing will be 6,500 psi
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for specific test methods and acceptable values. ASTM C309 and the testing outlined in the NTPEP Project Work Plan have different test methods referenced for the same test, an example is the Nonvolatile Content Test, ASTM C309=ASTM D2367 v NTPEP=ASTM D1644. Criteria for QPL acceptance must, for the NTPEP testing to determine approval. Response, change appears to be an effort to start accepting NTPEP testing for QPL listing
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not want to test before the corrections were made. (Chad Rucks) Response: Yes, testing occurs, for Process Control Testing seems to define a role, rather than a testing process. Response, , the Specifications state the contractor is responsible for performing the process control testing, the areas not suitable for testing with laser profiler. You are proposing to remove Section, for laser profiler testing are determined by the laser profiler technician when on site. Language
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in 932-2.2.5 when tested in accordance with ASTM Designations shown. Test specimens shall be prepared, for testing shall be determined by the testing lab selected by the Contractor. All tests shall be conducted, use the manufacturer’s test facilities providing that testing machines are shown to comply, (repeat) tests shall be borne by the Contractor. Both pads must pass Level II Test for acceptance, in accordance with Florida Test Methods FM 5-532 or FM 5-533. 932-1.2.3 Certification
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and the following substituted: 346-9.2SamplingFrequency: Asaminimum, sample and test concrete, is used for the same mix design, describe the method of sampling, testing and LOT numbering, based on a random number generator. The Department may perform Independent Verification testing, a maximum production quantity of 100 yd 3 . When five consecutive strength test results from the same, Jobs the current project. Only one sample can be taken from each LOT. Test data must be from
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: 346-9.2SamplingFrequency: Asaminimum, sample and test concrete of each design mix for water, design, describe the method of sampling, testing and LOT numbering in the QC Plan. The Engineer, generator. The Department may perform Independent Verification testing to verify compliance, yd 3 . When five consecutive strength test results from the same mix design for a Class III, of samples on the current project. Only one sample can be taken from each LOT. Test data must be from
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