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SPM9710801-122
and/or aggregate, depending on application method. Component Test Method Criteria TiO2, Type II, Requirements: Test laboratory samples in accordance with ASTM and also meet the following criteria: Property Test Method Minimum Maximum Adhesion to Concrete ASTM D4541, ASTM D7234 or ACI 503, . 971-8.3.2 Abrasion Resistance: Test four samples using a Taber Abrader. The material shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/maintenance/finalized/spm9710801-122.pdf?sfvrsn=6aa16d22_2SPM9710801-722-i17974
and/or aggregate, depending on application method. Component Test Method Criteria TiO 2 , Type II, Physical Requirements: Test laboratory samples in accordance with ASTM and also meet the following criteria: Property Test Method Minimum Maximum Adhesion to Concrete ASTM D4541, ASTM D7234 or ACI 503, minutes. 971-8.3.2 Abrasion Resistance: Test four samples using a Taber Abrader. The material shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/maintenance/finalized/spm9710801-722-i17974.pdf?sfvrsn=a442683b_2SPM9710801-721
and/or aggregate, depending on application method. Component Test Method Criteria TiO2, Type II, Requirements: Test laboratory samples in accordance with ASTM and also meet the following criteria: Property Test Method Minimum Maximum Adhesion to Concrete ASTM D4541, ASTM D7234 or ACI 503, . 971-8.3.2 Abrasion Resistance: Test four samples using a Taber Abrader. The material shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/maintenance/finalized/spm9710801-721.pdf?sfvrsn=2028c80a_2SP9710801
and/or aggregate, depending on application method. Component Test Method Criteria TiO2, Type II Rutile, Requirements: Test laboratory samples in accordance with ASTM and also meet the following criteria: Property Test Method Minimum Maximum Adhesion to Concrete ASTM D4541, ASTM D7234 or ACI 503, minutes. 971-8.3.2 Abrasion Resistance: Test four samples using a Taber Abrader. The material shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/finalized/sp9710801.docx?sfvrsn=576a976a_29740000-122comm
9740000 SURFACE TREATMENTS (New Section) COMMENTS FROM INTERNAL/INDUSTRY REVIEW Ananth Prasad Florida Transportation Builders’ Association, Inc. w (850) 942-1405 aprasad@ftba.com Comments: (Internal 5-17-21) What does these changes mean? Do they still have to be on the test deck for 3 years? Response: ****************************************************************************** Deborah Ihsan Work Phone: 954-777-4387 E-Mail: Deborah.Ihsan@dot.state.fl.us Comments: (Industry
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9740000-122comm.pdf?sfvrsn=e9d7b9aa_24620500.comm
Operations Plan. 1. Clarification: Test number needed: One system per group - does this mean, mock-up test, where clear pipe is recommended, the updated specification requires actual components used for the system test without benefit of translucent pipe to visually observe the grout/wax, way to keep the tendon in line during the stressing operation. I noticed during FDOT mock-up wax test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/4620500.comm.pdf?sfvrsn=928a8c8a_09310101.impl
and manufacturer’s certified mill analysis certifying that the test results meet the specification, analysis from the manufacturer of the sheet metal bottom strips including test results for thickness, . TheContractorshallsubmit to the Engineer a certified test report from the manufacturer of the dowel bars confirming that the requirements of this Section are met. The certified test report shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9310101.impl.pdf?sfvrsn=4161c124_09480104.impl
948 OPTIONALDRAINAGEPRODUCTSANDLINERREPAIRSYSTEMS. (REV11-4-15)(FA1-27-16)(7-16) SUBARTICLE948-1.4isdeletedandthefollowingsubstituted: 948-1.4NonpressurePipe:PVCpipeandABSpipeintendedfordirect-burialor concrete encasement, shall meet the following requirements: 1.PVCPipe: ASTM D3034, SDR-35, or ASTM F949, profile wall without perforations. 2.ABSPipe: ASTM D2680. Themanufacturer of the PVC or ABS pipe shall submit to the Engineer the mill analysis covering chemical and physical test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9480104.impl.pdf?sfvrsn=b4b360fe_09850302.impl
. Themanufacturer shall maintain test records as required by this Specification and these records shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9850302.impl.pdf?sfvrsn=5c202e10_01050803.comm
test results and make them available for review by the Engineer throughout the life of the Contract
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/1050803.comm.pdf?sfvrsn=e5b267f4_03340104.comm
such as corrections to be incorporated into an existing LOT and thus more likely to be accepted by test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/3340104.comm.pdf?sfvrsn=4c3424db_0SP9710801-i16470
and/or aggregate, depending on application method. Component Test Method Criteria TiO2, Type II, Physical Requirements: Test laboratory samples in accordance with ASTM and also meet the following criteria: Property Test Method Minimum Maximum Adhesion to Concrete ASTM D4541, ASTM D7234 or ACI 503, minutes. 971-8.3.2 Abrasion Resistance: Test four samples using a Taber Abrader. The material shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/maintenance/finalized/sp9710801-i16470.pdf?sfvrsn=98fa2eea_32025_Construction Academy_Structural Materials_03-25-2025
Low Compressive Strength Concrete Classification Sampling and Testing Who do I call if I have, 400-16.2) (SS 400-16) Sampling and Test ing Plastic Properties Slump Air Content (Pressure, . There is an ex ception for Self -Consolidating Concrete (SCC) based on additional plastic property tests, + + Resolution Cylinders “Hold Cylinders” QR VR IF Difference (%) ≤ 14% QC test results are verified, the Engineer will accept the concrete based on QC test results. IF Difference (%) > 14
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/2025_construction-academy_structural-materials_03-25-2025.pdf?sfvrsn=b541517e_17850000.origind
. 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 calibration, welds. All ground rods and connections must remain accessible for inspection, testing, and maintenance, Ground Resistance Testing and Certification: Measure the ground resistance with an instrument designed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/7850000.origind.pdf?sfvrsn=4628f2b0_07850000.FHWA
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 calibration for the device used, , testing, and maintenance. Place the main ground rod in the electrical pullbox nearest the site cabinet, Testing and Certification: Measure the ground resistance with an instrument designed specifically to measure and document earth/ground resistance, soil resistance, and current flow. Conduct the test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/7850000.fhwa.pdf?sfvrsn=b2948686_01050000respon
"...summarize the daily QC activities including testing and material sampling." Change Made Susan Blazo, a "QC Program". 4. Experience or certification in performance of required "QC" tests and in organization and statistical evaluation of "QC" test results." Susan Blazo 105-5.9 2nd paragraph, 1st, asphalt plant related testing with a CTQP Asphalt Plant Level I Technician. Shouldn’t, value to the Department. 1. It refers to the production equipment and not the testing equipment, so
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/1050000respon.pdf?sfvrsn=44105b0c_0CM-654-01 In-Roadway Warning Light Assembly
, as measured by America Society for Testing and Material (ASTM) E1347. FORMDROPDOWN Provide product, , humidity, vibration, and shock tests described in NEMA TS2, 2.2.7, 2.2.8, and 2.2.9. FORMDROPDOWN Provide the following: A third party test report that demonstrates compliance with this requirement. A completed Testing Laboratory and Report Checklist. A completed NEMA TS2 2.2.7-2.2.9, . FORMDROPDOWN Provide the following: A third party test report that demonstrates compliance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-654-01-in-roadway-warning-light-assembly.docx?sfvrsn=bfb32c05_1SS9900000
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, have a minimum elongation of 25% when tested in accordance with ASTM D-638. 990-4.8 Plastic Pull test, of continuous operation with minimum onsite maintenance. 990-3.1.1.3 Battery Life Test: Meet the following, ) when tested according to ASTM E-303. Bike lane symbols and pedestrian crosswalks shall provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss9900000.pdf?sfvrsn=5e8e88d3_0SS9900000
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 to 80ºF using a jaw speed, % when tested in accordance with ASTM D-638. 990-4.8 Plastic Pull test: The stripes and markings, days of continuous operation with minimum onsite maintenance. 990-3.1.1.3 Battery Life Test: Meet, a minimum skid resistance value of 35 BPN (British Pendulum Number) when tested according to ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss9900000.pdf?sfvrsn=881d3f41_0SS9900000
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 to 80ºF using a jaw speed, % when tested in accordance with ASTM D-638. 990-4.8 Plastic Pull test: The stripes and markings, days of continuous operation with minimum onsite maintenance. 990-3.1.1.3 Battery Life Test: Meet, a minimum skid resistance value of 35 BPN (British Pendulum Number) when tested according to ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9900000.pdf?sfvrsn=3ce57adf_0