9199 search results for test
7100200.FHWA
Sampling, Testing and Reporting Guide schedule. SUBARTICLE 710-4.3 (of the Supplemental Specifications, 5-541. TheDepartment reserves the right to test the markings within 3 days of receipt of the Contractor’s certification. Failure to afford the Department opportunity to test the markings will result in non-payment. The test readings should be representative of the Contractor’s striping, in accordance with the Department’s Sampling, Testing and Reporting Guide schedule. SUBARTICLE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/7100200.fhwa.pdf?sfvrsn=77335bac_07090201.fhwa
in accordance with the Department’s Sampling, Testing and Reporting Guide schedule. SUBARTICLE, . TheDepartment reserves the right to test the markings within 3 days of receipt of the Contractor’s certification. Failure to afford the Department opportunity to 7090201 All Jobs test the markings will result in non-payment. The test readings should be representative of the Contractor’s striping, with the Department’s Sampling, Testing and Reporting Guide schedule. SUBARTICLE 709-4.1 (pages 793 - 794
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, and current flow. Conduct the test by using the Fall-of-Potential method as described in the IEEE Standard 142-1991. Provide the Engineer with written test results for each testing location prior to backfilling the grounding electrode. Include in the test results the instrument model and date, of testing, and a full Fall- of-Potential graph. Certify and sign the test results submitted. 785-1.3.5, -meters 785-1.3.4 Ground Resistance Testing and Certification: Measure the ground resistance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/7850000orgin.pdf?sfvrsn=532d1377_0DCE03-18
. This version of Section 8.4 has adopted ASTM C1712 “Standard Test Method for Rapid Assessment of Static Segregation Resistance of Self-Consolidating Concrete Using Penetration Test.” This memo clarifies, the precision of this test method. After this period, the results will be evaluated to specify, the comparison criteria are provisional for 1 year, the Department’s Verification Test (VT) results shall, personnel shall be invited to witness the evaluation. If the HVSI test results are greater than 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/memos/2018/dce03-18.pdf?sfvrsn=66b510d4_29710701.resp
agency. ASTM E2832-12 Standard Test Method for Measuring the Coefficient Luminance of Pavement Markings, , it would appear that some form of a test “data range” number must be looked at for acceptable field test numbers. It should also be noted that each combination of pavement marking/optics package, E2832-12 Standard Test Method for Measuring the Coefficient Luminance of Pavement Markings in a Standard, the wide ranges of values possible during inspection Test Material Mean R Data Range 5 Inverted Rib
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/9710701.resp.pdf?sfvrsn=4cd66d7a_0stdproctorsamples
) 961-7755 7. Enter your test results in MAC. Follow the MAC data entry for IA program proficiency samples instructions below. The test report forms are available through the web address below in case you, to enter your test results in MAC. It is under the “Test Reported By” column of the spreadsheet.) IA Data Entry for Proficiency Samples (Instructions for entering proficiency sample test results in MAC.)
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/independentassurance/profsampleprogram/profsampleinstructions/stdproctorsamples.pdf?sfvrsn=210df7de_9FM1-R090
FLORIDA DEPARTMENT OF TRANSPORTATION State Materials Office 5007 NE 39 th Avenue Gainesville, Florida 32609 March 10, 2025 FM 1-R090 1 Florida Method of Test for Sampling Aggregates, ) for the representative sample.” 3. Add Section 5.7.3 “When organic content testing is required, retain a separate, one sample along the width of the roadway for the remaining tests. Ensure the organic samples, testing is required, collect three separate subsamples (pint size) without mixing from the top, middle
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm1-r090.pdf?sfvrsn=e51add44_32025-CAMX-InfrastructurePanel
testing. • SMO aims to have capability of performing Table 932-9 tests in- house by July 2026. – Add CP pile jackets to project level testing exemption list. *Effective: July 1, 2026 Panelist, Materials Approvals, Testing, and Auditing, (FDOT State Materials Office) Atiq Alvi PE. - Sector, effects; Accelerated testing vs. Durability models) RESISTANCE LOAD The 200-year Bridge: Resilient, Horizontal Te n sile Te st Machine • 500kN/2500kN load capacity • Te n sile test up to #11 b a r s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/innovation/2025-camx/2025-camx-infrastructurepanel.pdf?sfvrsn=7922303e_13300000.FHWA
updated daily for all Quality Control Sampling and Testing and post in the asphalt lab where they can, , and maximum specific gravity (G mm ) of RAP. 4. Any other test result or material, . 330-2.2 Minimum Process Control Testing Requirements: Perform, as a minimum, the following activities at the testing frequencies provided below: Asphalt Plant 1. Asphalt Mix: Determine the asphalt, . In the event that the daily production exceeds 1,000 tons, perform these tests a minimum of two times per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/3300000.fhwa.pdf?sfvrsn=49f1d0c3_03300000.fhwa
updated daily for all Quality Control Sampling and Testing and post in the asphalt lab where they can, , and maximum specific gravity (G mm ) of RAP. 4. Any other test result or material, . 330-2.2 Minimum Process Control Testing Requirements: Perform, as a minimum, the following activities at the testing frequencies provided below: Asphalt Plant 1. Asphalt Mix: Determine the asphalt, . In the event that the daily production exceeds 1,000 tons, perform these tests a minimum of two times per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/3300000.fhwaf9c905a4e41a485590fb68f7cc32267a.pdf?sfvrsn=f14e42f8_0Section5310Circular20140606
...................................................................VIII—8 11. Drug and Alcohol Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/pages/section5310circular20140606_348ee523-f015-4f01-94ab-65c999e68caf.pdf?sfvrsn=6f20b924_0section5310circular20140606
...................................................................VIII—8 11. Drug and Alcohol Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/federal-transit-administration-circulars/section5310circular20140606_aae57714-d4fe-4d02-a80b-3cb5d3b0ff24.pdf?sfvrsn=1faf02f7_29710107.origind
with Environmental Protection Agency testing methods 3052, 6010B, 6010C.Traffic stripe materials shall, that 5.0 ppm lead by weight when tested in accordance with the RCRA reference above. Provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/9710107.origind.pdf?sfvrsn=fdc9be04_0spi-550-011
Standard Plans Instructions Topic No. 625-010-003 Index 550-011 Bridge Fencing (Curved Top) FY 2018-19 1 Index 550-011 Bridge Fencing (Curved Top) Design Criteria AASHTO LRFD Bridge Design Specifications ; Structures Design Guidelines (SDG) Design Assumptions and Limitations This fence is not a crash tested design and cannot be used on traffic railings. This fence can be used, . Technical Specifications with material and testing requirements should be submitted by the Contractor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/spi/spi-550-011.pdf?sfvrsn=45c29f35_6SPI-550-011
Standard Plans Instructions Topic No. 625-010-003 Index 550-011 Bridge Fencing (Curved Top) FY 2019-20 1 Index 550-011 Bridge Fencing (Curved Top) Design Criteria AASHTO LRFD Bridge Design Specifications ; Structures Design Guidelines (SDG) Design Assumptions and Limitations This fence is not a crash tested design and cannot be used on traffic railings. This fence can be used, . Technical Specifications with material and testing requirements should be submitted by the Contractor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/spi/spi-550-011.pdf?sfvrsn=4463894d_26300201-724origind
that have been tested and listed by a Nationally Recognized Testing Laboratory to the following
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/6300201-724origind.pdf?sfvrsn=8043f7f5_19920700.resp
extraneous data to be collected and assessed (I.E. submit testing reports). Response: (6-8-2018, are covered under UL1598C & the retrofit must be tested and UL certified in a reference luminaire
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/9920700.resp.pdf?sfvrsn=ca7f9d63_09900500.impl
per lot or shipment will be randomly tested as follows: Position t h e marker b a s e d o w n , b e t, testing machine. Place on top of the marker, a flat piece of 60 (Shore A) durometer rubber, 6 inches
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/9900500.impl.pdf?sfvrsn=1da9bd3e_0SPI-550-011
Standard Plans Instructions Topic No. 625-010-003 Index 550-011 Bridge Fencing On Parapet (Curved Top) FY 2026-27 1 Index 550-011 Bridge Fencing On Parapet (Curved Top) Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations This fence is not a crash tested design and cannot be used on traffic railings. This fence, by the EOR. Technical Specifications with material and testing requirements should be submitted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-550-011.pdf?sfvrsn=3cdd67a7_1Dev655WGS (11-27-18)
been crash tested in accordance with NCHRP 350 Test Level 3 or MASH Test Level 3 requirements, required functions during and after being subjected to the environmental testing procedures described, furnishing, placement, and testing of all equipment and materials, and for all tools, labor, hardware
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev655wgs-(11-27-18).pdf?sfvrsn=1645c845_1