9037 search results for test

SS9900000

:Thestripesandmarkings shall have a minimum tensile strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 by 1 by 0.05 inch minimum thickness shall be tested at a temperature range of 40, ) when tested according to ASTM E 303. Bike lane symbols and pedestrian crosswalks shall provide, a n d markings shall have a minimum elongation of 25% when tested in accordance with ASTM D 638, five minutes at a temperature range of 70 to 80ºF. Rectangular test specimen size shall be 6 by 1

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9900000.pdf?sfvrsn=5c9b25dc_0

SS9900000

a minimum tensile strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 0.05 inch minimum thickness shall be tested at a temperature range of 40 to 80ºF using a jaw, resistance value of 35 BPN (British Pendulum Number) when tested according to STM E 303. Bike lane A re, a minimum elongation of 25% when tested in accordance with ASTM D 638. 990-4.8PlasticPulltest, of 70 to 80ºF. Rectangular test specimen size shall be 6 by 1 by 0.05 inch minimum thickness

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss9900000.pdf?sfvrsn=31bcda95_0

SS9900000

:Thestripesandmarkings shall have a minimum tensile strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 by 1 by 0.05 inch minimum thickness shall be tested at a temperature range of 40, ) when tested according to ASTM E 303. Bike lane symbols and pedestrian crosswalks shall provide, a n d markings shall have a minimum elongation of 25% when tested in accordance with ASTM D 638, five minutes at a temperature range of 70 to 80ºF. Rectangular test specimen size shall be 6 by 1

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss99000007a170e48f2b344159f0fa3429a76cffb.pdf?sfvrsn=a5347384_0

3370000ind

test results for each shipment of hydrated lime indicating compliance with the specifications, Sieve: 65 - 100 Provide certified test results for each batch of fiber material indicating compliance with the above tests. 337-2.7.2 Cellulose Fibers: Use cellulose fibers meeting the following, fiber weight) 6.Moisture Content: 5.0% by weight (maximum) Provide certified test results for each batch of fiber material indicating compliance with the above tests. 337-3 General Composition

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/3370000ind.pdf?sfvrsn=da672b0c_1

LAP344

. 344-3.9 Sampling and Testing: 344-3.9.1 Category 1: The Engineer may sample and test, mill test reports). 4. A copy of the scale company or testing agency report showing the signature, is 2,500 psi. 344-3.9.2: Category 2: No sampling and testing is required by the Engineer, its plastic properties and to make three 4 x 8 inch cylinders for testing by the Engineer at 28 days, of test. 7. Manufacturer’s mixer information. 8. Certification documents for admixture weighing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/lap/lap344.docx?sfvrsn=95bd7fb3_1

LAP3440000

. 344-3.9 Sampling and Testing: 344-3.9.1 Category 1: The Engineer may sample and test, mill test reports). 4. A copy of the scale company or testing agency report showing the signature, is 2,500 psi. 344-3.9.2: Category 2: No sampling and testing is required by the Engineer, its plastic properties and to make three 4 x 8 inch cylinders for testing by the Engineer at 28 days, of test. 7. Manufacturer’s mixer information. 8. Certification documents for admixture weighing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/lap/lap3440000.docx?sfvrsn=1c8c8ff3_6

LAP3440000-122impl

of this Specification. 344-3.9 Sampling and Testing: 344-3.9.1 Category 1: The Engineer may sample and test, , certified mill test reports). 4. A copy of the scale company or testing agency report showing, for this concrete is 2,500 psi. 344-3.9.2: Category 2: No sampling and testing is required by the Engineer, to determine its plastic properties and to make three 4 x 8 inch cylinders for testing by the Engineer, of test. 7. Manufacturer’s mixer information. 8. Certification documents for admixture weighing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/implemented/lap3440000-122impl.pdf?sfvrsn=611b8c3c_2

6770000.impl

will verify that all equipment is correctly installed and functional. Record all test results in a format approved by the Engineer prior to testing. All recorded test report data shall be signed, deficiencies at no cost to the Department. 677-4.2 Mechanical Inspection: Test all equipment associated with the shelter. Test and verify the HVAC system performance for heating, cooling, acceptance testing and inspections, subject the installed site to a minimum 20-day performance period

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/6770000.impl.pdf?sfvrsn=661dae7a_0

1050000comm

of required "QC" tests and in organization and statistical evaluation of "QC" test results, states in the last apragraph last sentence to "Ensure that QC test data is entered, ". The sentence should read "...summarize the daily QC activities including testing and material, asphalt plant related testing with a CTQP Asphalt Plant Level I Technician. Shouldn’t this be located

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/1050000comm.pdf?sfvrsn=213bb504_0

7090000Orign

’s Sampling, Testing and Reporting Guide schedule. 709-2.2 Glass Spheres: Use only glass spheres, and the Department’s Sampling, Testing and Reporting Guide schedule. 709-2.3 Sand: Use materials meeting, by the Engineer. The Engineer will conduct field tests in accordance with FM 5-541 and FM 5-5XX, material which visually matches Federal Test Standard Number 595-color 33538, and meet the following, spheres packages. Submit a certified test report to the Engineer indicating that the materials meet

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/7090000orign.pdf?sfvrsn=4df150f6_0

1040600.impl

of sustaining a maximum design velocity of 6.5 ft/sec as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Furnish to the Engineer, two certified copies of manufacturers test reports showing, by 8 inch samples for product identification. The manufacturers test records shall be made, to aid in their performance. The contractor must provide all of the required toxicity testing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/1040600.impl.pdf?sfvrsn=54f0e04b_0

SS1040600

capable of sustaining a maximum design velocity of 6.5 ft/sec as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Furnish to the Engineer, two certified copies of manufacturers test reports showing, two 4 by 8 inch samples for product identification. The manufacturers test records shall be made, to aid in their performance. The contractor must provide all of the required toxicity testing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss1040600.pdf?sfvrsn=f98adaf2_0

3460203-723resp

strength. We also accept the thought process that tests from previous projects can be used. We, was modified. For reduced testing frequency, the current Sub-article 346-9.2.1 refer to Section 350, but Sub- article 350-9.2.1 refers back to Section 346 for reduced testing frequency request, testing for lightweight concrete is for the hardened density, not plastic density. Response: Agree

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/3460203-723resp.pdf?sfvrsn=44a9ac00_2

4600501.origind

assembly during Rotational Capacity (RC) testing and installation. Assemblies that exhibit a loss, with ASTMGrade A490 for the handling, lubrication, installation, tightening and testing, hardened steel washers as follows: 1. For connections (and all associated testing) using ASTMGrade, of the Rotational Capacity tests. 4. Where the outer face of the bolted parts has a slope of greater than 20

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/4600501.origind.pdf?sfvrsn=bad94063_0

9900000.D01.FHWA

tensile strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 by 1, elongation of 25% when tested in accordance with ASTM D 638. 990-45.8 Plastic Pull test: The stripes, will be randomly tested as follows:selected for a test. Position t h e marker b a s e d o w n b e t w e e n t, 9, Type VI.; excluding 0.1 degree. Provide three certified copies of test reports and certification, time shall be accomplished in a maximum of three hours. 990-3.4.2 Battery Life Test: Meet

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9900000.d01.fhwa.pdf?sfvrsn=eee0ca92_0

9900000.D01.fhwa

tensile strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 by 1, elongation of 25% when tested in accordance with ASTM D 638. 990-45.8 Plastic Pull test: The stripes, will be randomly tested as follows:selected for a test. Position t h e marker b a s e d o w n b e t w e e n t, 9, Type VI.; excluding 0.1 degree. Provide three certified copies of test reports and certification, time shall be accomplished in a maximum of three hours. 990-3.4.2 Battery Life Test: Meet

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9900000.d01.fhwa9a776bd9157f46bbbb021ce602610895.pdf?sfvrsn=ce59cc59_0

3370000.origind

to provide assurance to the Department and Industry that the test results are accurate. 3) To offer, compliance with the above tests. 337-2.6.2 Cellulose Fibers: Use cellulose fibers meeting the following, with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use a bituminous mixture, accordance with AASHTO T312-04 and FM 1-T 209 (and conditioning prior to testing, with the applicable requirements of 334-5.8. No density testing will be required for these mixtures

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/3370000.origind.pdf?sfvrsn=69326ccf_0

4500000.origind

the deficiencies found as a result of the inspection and testing. Keep certified test reports for all, verification tests. The sampling for verification testing will be performed by the Department at each precast, and/or testing of prestressing steel, reinforcing steel, concrete materials and/or concrete, curing materials, Assurance Inspection and Testing: The Engineer will perform periodic inspections, sampling, and testing to ensure of the quality and acceptability of the materials, methods, techniques, procedures

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/4500000.origind.pdf?sfvrsn=23f8d4ba_0

4500000.impl

in the record keeping the deficiencies found as a result of the inspection and testing. Keep certified test, regarding the certification and testing of prestressing steel, reinforcing steel, concrete, Assurance Inspection and Testing: The Engineer will perform periodic inspections, sampling, and testing to ensure of the quality and acceptability of the materials, methods, techniques, procedures, and Testing. 450-4.1 Concrete: Perform the QC sampling and testing of concrete in accordance

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/4500000.impl.pdf?sfvrsn=c882b6f9_0

SS4500000

as a result of the inspection and testing. Keep certified test reports for all materials incorporated, verification tests. The sampling for verification testing will be performed by the Department at each, is maintained in each plant which will provide all information regarding the certification and testing, Inspection and Testing: The Engineer will perform periodic inspections, sampling, and testing to ensure, ” in the same direction. 450-4 Material Acceptance and Testing. 450-4.1 Concrete: Perform the QC sampling

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4500000.pdf?sfvrsn=54391946_0
20 of 9037 results