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1250801.FHWA
of the connecting pipe. Notify the Engineer in writing prior to beginning construction of a test section. Construct a test section of the length of one LOT. Perform five quality control (QC) tests at random locations within the test section. All five tests must meet the density required by 125-9.2, , construct a new test section. When a QC test fails the requirements of 125-9.2 or when the QC tests, thickness above the soil envelope then the Contractor must demonstrate with a successful test section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/1250801.fhwa.pdf?sfvrsn=6f5caa99_01250801.FHWA
then the Contractor must demonstrate with a successful test section that density can be achieved. Notify the Engineer in writing prior to beginning construction of a test section. Construct a test section of the length of one LOT. Perform five quality control (QC) tests at random locations within the test section. All five tests must meet the density required by 125-9.2 and be verified by the Department, a QC test fails the requirements of 125-9.2 or when the QC tests cannot be verified, construct a new
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/1250801.fhwa.pdf?sfvrsn=adb8eb03_0CTQM Ch 5
Carbide Gas Pressure Moisture Tester (FM 5-507) (also known as the "Speedy Moisture Test, tests on Department roadway projects are required to be formally qualified. The Department’s, This is the QC Technician who must be qualified to perform acceptance tests such as Nuclear Density Tests, who test earthwork to verify material quality, resolve disputes or perform Independent Assurance (IA, . This individual will also perform base acceptance tests and inspection. If an inspector’s Earthwork Level 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/ctqm/new_files/ctqm-ch-5.pdf?sfvrsn=86c0ea24_09290101-724IMPL
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_14530405.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_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_03340000.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_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_29930200.impl
with no delaminating after receiving fifty vehicle impacts when tested according to National testing Product, index shall not exceed 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, recommendations, shall be capable of returning to a vertical position ±5 degrees when tested according to National Testing Product Evaluation Program (NTPEP). The NTPEP requirement of one-half
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/9930200.impl.pdf?sfvrsn=d088e013_05560000.resp
pressure testing, the Engineer may require at least one test. Response: Per my conversations, changes. 1. 556-4.3.1 Testing Requirements Methods: Ensure all casing, pipes, and joints meet the Department’s pressure requirements. Testing may consist of one of the following methods but must always meet or exceed Department testing requirements. (a) Follow the Product Manufacturer’s pressure testing recommendations. (b) Ensure that the product carrier pipes installed without a casing meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/5560000.resp.pdf?sfvrsn=4d59ff34_0SS9750000
coatings, regardless of color, shall meet the requirements below. Laboratory Testing Property Test, cylindrical mandrel No cracking Outdoor Testing Property Test Method Requirement Rusting ASTM D 610, the laboratory tests. Coating performance shall meet the following requirements: Laboratory Testing Property Test Method Requirement Laboratory Testing Property Test Method Requirement Resistance to Wind, test panels prepared in accordance with AASHTO R-31. Outdoor exposure testing will be performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss9750000.pdf?sfvrsn=c4b8be99_0SS9750000
coatings, regardless of color, shall meet the requirements below. Laboratory Testing Property Test, cylindrical mandrel No cracking Outdoor Testing Property Test Method Requirement Rusting ASTM D, the laboratory tests. Coating performance shall meet the following requirements: Laboratory Testing Property Test Method Requirement Laboratory Testing Property Test Method Requirement Resistance to Wind, flat test panels prepared in accordance with AASHTO R-31. Outdoor exposure testing will be performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9750000.pdf?sfvrsn=b611f7e3_0Overview
The Asphalt Research Section performs practical research in the areas of asphalt materials and testing and evaluates new products and equipment
https://www.fdot.gov/materials/laboratory/asphalt/index.shtm/lists/asphalt-research/overviewOverview
The Asphalt Field Operations section provides technical assistance and support to District, Consultant and Contractor personnel in areas of asphalt materials and testing
https://www.fdot.gov/materials/laboratory/asphalt/index.shtm/lists/asphalt-field-operations/overview5560432COMM
5560432 556-1 2556-1 *********************************************************************************************** Paul Harkins File: 5560432 - Jack and Bore-Testing Methods Username: Paul Harkins UserEmail: paul.harkins@hardiepipe.com UserTel: 813-478-6240 UserFAX: 866-329-3727 Date, that testing is required in the field. Is it clear that testing is performed on the casing material, testing be waived by the Engineer?
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/5560432comm.pdf?sfvrsn=19f6f68c_05560432COMM
5560432 556-1 2556-1 *********************************************************************************************** Paul Harkins File: 5560432 - Jack and Bore-Testing Methods Username: Paul Harkins UserEmail: paul.harkins@hardiepipe.com UserTel: 813-478-6240 UserFAX: 866-329-3727 Date, that testing is required in the field. Is it clear that testing is performed on the casing material, testing be waived by the Engineer?
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/5560432comm.pdf?sfvrsn=e6ae784f_0