9274 search results for test
9320103int
-define the sample rate and test location, optimized the samples number. Justification: 932-1.3.3 The field cure testing standard does not include the range specified. Additionally, these samples, Re-defined the sample rate and test location, optimized the samples number. Do the changes affect, the sample rate and test location. What financial impact does the change have; project costs, pay item structure, or consultant fees? 932-1.3.3 Saves the project cost for no more field test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/9320103int.pdf?sfvrsn=16a0335a_19320103ind
-define the sample rate and test location, optimized the samples number. Justification: 932-1.3.3 The field cure testing standard does not include the range specified. Additionally, these samples, Re-defined the sample rate and test location, optimized the samples number. Do the changes affect, the sample rate and test location. What financial impact does the change have; project costs, pay item structure, or consultant fees? 932-1.3.3 Saves the project cost for no more field test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9320103ind.pdf?sfvrsn=51ab7486_1FM1-T283
design testing, (b) to test bituminous mixtures produced at mixing plants, and (c) to test, for each test, half to be tested dry and the other half to be tested after partial saturation, will be tested dry and the other will be conditioned before testing. 6.4.2 The dry subset shall, Gainesville, Florida 32609 February 10, 2026 FM 1-T 283 1 Florida Method of Test for Resistance, of Asphalt Mixtures Using Marshall Apparatus ASTM Standards: D 3549 Standard Test Method for Thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm1-t28379568e0d-aab8-4b6a-b580-a8a98bbc2a81.pdf?sfvrsn=4180a88d_1fdot_asct
,twoofwhichweresuccessfully testedandimplementedinthefield:amodifiedversionofOPAC(OptimizationPoliciesfor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/stamp/fdot_asct.pdf?sfvrsn=54055b8a_19290101-724IMPL
on each concrete mix, as appropriate. Table 929-1 Concrete/Mortar Testing Requirements Test, activity tests shall meet the requirements of ASTM C989. Sampling and testing procedures shall, as sulfate (SO3). 3. The results of all testing listed under Test Methods section of ASTM C989. 4, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9290101-724impl.pdf?sfvrsn=34990a3f_1Proficiency Sample Program
Search Proficiency Sample Program Overview The Proficiency Sample Program is a part of the Independent Assurance Program where the performance of the qualified laboratory testing personnel is evaluated. The program covers laboratory testing procedures and testing equipment. Proficiency Sample Test Reports Proficiency Sample Instructions Proficiency
https://www.fdot.gov/materials/quality/programs/independentassurance/profsampleprogram/index.shtmSS1200000
of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests, in compaction effort or soil classification, failing QC test or when the QC tests cannot, Control data when test results meet the following conditions: QualityControl tests must meet, and testing the material in accordance with the specified test method listed in 120-10.2, LOTs, or if required, the QC test data was upheld, reduce the QC density testing to one test every
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss12000007291a175b66a42cda12ce2510765fdbf.pdf?sfvrsn=310eee23_01200000.impl
of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests, in compaction effort or soil classification, failing QC test or when the QC tests cannot, control section. Perform all QC tests required in 120-10.1.4. When the initial Quality Control test, in accordance with the specified test method listed in 120-10.2. 120-10.1.4.2 Density Testing Requirements, consideration. Each Verification test evaluates all work represented by the Quality Control testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/1200000.impl.pdf?sfvrsn=b9705263_0SS1200000
of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests, in compaction effort or soil classification, failing QC test or when the QC tests cannot, Control data when test results meet the following conditions: QualityControl tests must meet, and testing the material in accordance with the specified test method listed in 120-10.2, LOTs, or if required, the QC test data was upheld, reduce the QC density testing to one test every
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss1200000.pdf?sfvrsn=e7ab2dd5_0SS1200000
of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests and a Department Verification test must meet the density required by 120-10.2. Identify the test, of a change in compaction effort or soil classification, failing QC test or when the QC tests cannot, Control data when test results meet the following conditions: QualityControl tests must meet, by sampling and testing the material in accordance with the specified test method listed in 120-10.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1200000.pdf?sfvrsn=824d1465_0Chapter11s5Redline
testing, the Laser Profiler test team will furnish a copy of the Laser Profiler Test Report to the PA, for laser profiler testing are tested with the straightedge for acceptance. 11.5.6 Resolution, if satisfactory acceptance test results are not being achieved. (4) For areas tested and accepted, , 2002 Revised: April 9, 2021April 4, 2025 Testing and Correcting Asphalt Pavement Surface Deficiencies 11-5-1 Formatted: Indent: Left: 0" Section 11.5 TESTING AND CORRECTING ASPHALT PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter11s5redline.pdf?sfvrsn=91d03c00_54550000.FHWA
Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer, the receipt of the load test data which represents the designated area. Do not begin static load testing, testing delays. Load test piles/shafts in the order directed by the Engineer. The Department, with transportation to assist as required during load test setup and conducting of the load tests, . 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/4550000.fhwa.pdf?sfvrsn=cb7c46a8_04530405.FHWA
of at least 4,500 psi at 28 days when tested to ASTM C 39. The slant- cylinder test procedure must, an additional test specimen shall be made and tested it to failure at 3624 hours. The formulation, Theabovecontacttime (open time) will be deemed acceptable if a slant cylinder test specimen, prepared and tested, 4,500 psi at 28 days when tested to ASTM C 39. The slant- cylinder test procedure must, specified above prior to testing. Forslow-setepoxy,prepareanadditionaltestspecimen and test it
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/4530405.fhwa.pdf?sfvrsn=4bf4660f_0CR-4 Earthwork (2016-2017) 7-12-16 clean
the requirement that all required density test results are documented on current forms provided, an appropriate process to ensure that the correct Proctor is used when density tests results, ? [Spec. 120-10, 120-7] 5. Is the CEI 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1617/cr-4-earthwork-(2016-2017)-7-12-16-clean.pdf?sfvrsn=6a60ec9_0CR-04
. Has the CEI enforced the requirement that all required density test results are documented on current, an appropriate process to ensure that the correct proctor is used when density tests results, ? [Spec. 120-10, 120-7] 7. Is the CEI 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1415/cr-04.pdf?sfvrsn=7e12f619_0CR-04
the CEI enforced the requirement that all required density test results are documented on current forms, an appropriate process to ensure that the correct proctor is used when density tests results are evaluated, 120-10, 120-7] 7. Is the CEI 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1314/cr-04.pdf?sfvrsn=afd5f6f3_0CR-04
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 the CEI enforcing, the requirement that all required density test results are documented on current forms provided by the department, is used when density tests results are evaluated for material acceptance? Are the appropriate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1516/cr-04.pdf?sfvrsn=a40d69cf_03460202.origind
days, when tested in accordance with AASHTO T358. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take the resistivity test, strength tests to verify the design mix trial. Record the ambient air temperature during the test, of the laboratory trial batch tests and field demonstration of verified test data and inspection, and testing in accordance with this Section. The acceptance sample and plastic properties tests may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/3460202.origind.pdf?sfvrsn=b207cf43_23340000.resp
. There is no need to require immediate testing. The IV sample is not tested immediately. b) It, enough material for two IV tests in case something goes wrong with the first test. If the Contractor, will need to get the Engineer’s approval. Additionally, the wording for “Acceptance Testing, will be added: “For Option 1 mixture acceptance….” to clarify that Process Control testing does not apply to Option 2 acceptance. 334-5.1.2: The word "testing" needs to be added to the end of the last
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/3340000.resp.pdf?sfvrsn=c91e4e31_0dce18-01
. The test temperature (Specified in Table 336-1) is such that no reheating of the sample should, at the beginning of each day (336-5.3.1). If the QC and Acceptance samples are being tested at the same time, the Contractor can use the Acceptance test result for QC purposes. · Project personnel, . Again, the test temperature (Specified in Table 336-1) is such that no reheating of the sample should, a sample of the asphalt rubber binder and submit it to the State Materials Office for testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2001/dce18-01.pdf?sfvrsn=b4fd633f_0