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7090000.impl
with the Department’s Sampling, Testing and Reporting Guide schedule. 709-2.2 Glass Spheres: Use only glass, and the Department’s Sampling, Testing and Reporting Guide schedule. 709-3 Equipment. Useequipment capable, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/7090000.impl.pdf?sfvrsn=b0e34348_09700000.origind
by Karen Byram of the State Product Evaluation Office to replace FM 5-566 with NTPEP testing. Please, with Section 6 and include independent testing showing the product meets the requirements of this Section and Section 990. The Department will test all RPMs in accordance with FM 5-566.shall submit performance test reports from the National Transportation Product Evaluation Program (NTPEP) showing, shall be determined in accordance with the test methods listed in ASTM D4280. 970-5 Product
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/9700000.origind.pdf?sfvrsn=1e3142ce_09300400.origind
or exceed the physical properties stated in Table 1 as determined by the specified test methods. Table 1 - Physical Properties of Repair Materials for Horizontal Surfaces Requirement Test Method, 3 FM 5-516 0.40 * as applicable ** Make and cure the test specimens in accordance with ASTM, for 28 day curing period. *** Testing for flow/slump will be completed in 5 plus or minus 1/2 minutes, : 930-4.4.1 Flow/Slump: Testing for flow/slump will be completed in 15 minutes, plus or minus 1/2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/9300400.origind.pdf?sfvrsn=9f39c980_09700100.FHWA
independent testing showing the product meets the requirements of this section and 990. The Department will test all raised pavement markers in accordance with FM 5-566. 970-1.1 Composition, strength, resistance to cracking, and thermal cycling, as modified herein. Test method FM 5-566, and include independent testing showing the product meets the requirements of this section and 990. The Department will test all raised pavement markers in accordance with FM 5-566. Themarker
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9700100.fhwa.pdf?sfvrsn=582099b0_05480203.origind
test, before 28 days, by testing compressive strength cylinders that are cured under the conditions similar to the product or by testing temperature match cured cylinders. The shipping strength test is the average compressive strength of two test cylinders. Do not ship products until accepted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/5480203.origind.pdf?sfvrsn=6844cb1a_04550000.comm
as follows: For concrete piles and test piles, where the build-up is 5 feet or less in length, the head, the testing protocal. It is crucial to have 7 day breaks so that contractor and supplier can verify, of samples and frequency of testing are well below industry standard and may be a huge problem, test falls more than 500 psi below the specified minimum strength, whichever is less deviation from, 3, and revise this sentence to: Test the cylinders at 28 days, in accordance with ASTM C39
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/4550000.comm.pdf?sfvrsn=2dac0b01_05360000.FHWA
, independent test reports that indicate the product meets all crash testing requirements of National, Block testing and dimensions; and modified requirements for End Anchorage Assemblies. Please review, (MASH), per current FHWA directives and independent test reports that indicate the composite material meets all the following physical requirements: 5360000.D01 All Jobs COMPOSITE BLOCK TEST
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, and testing of all equipment and materials, and for all tools, labor, cables, hardware, operational, ITS field cabinet, furnished and installed, will include furnishing, placement, and testing of all, , and testing of the shelter, all its materials and equipment, and for all tools, labor, equipment, will include foundation, placement and testing of all equipment and materials, and for all tools, field cabinet, installed, will include placement and testing of all equipment and materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/7850301.impl.pdf?sfvrsn=6a80ef22_026C-005 Department Section 129(a)(3) Financial Review FY 2024-25
the Department’s use of toll revenues for the 10 toll facilities tested complied in all material respects, of Transportation Audit Report No. 26C-005 ● Page 6 of 11 As part of our testing, we determined 74, tested the supporting documentation of 54 statistically sampled transactions between $500, Memorandum of Understandings with Federal Highway Administration; and examining and testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ig/reports/26c-005-department-section-129(a)(3)-financial-review-fy-2024-25.pdf?sfvrsn=d22f0de3_3FPN419811-SR31SR78MastArmDrilledShaftpdf
the Reinforced Steel ‘Cage’, CSL Test Tubes, and Anchor 2 of 24 Florida Industrial Electric – Drilled Shaft, from the tip of the shaft to a point high enough to allow cross-hole-sonic- logging testing, enough above the shaft to allow cross-hole-sonic logging testing, but not less than 30 inches [750, -hole sonic logging testing but not less than 30 inches [750 mm] above the top of the drilled shaft, of the drilled shaft was not sufficient in size to accommodate the reinforced steel ‘cage’, CSL test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d1/2008/fpn419811-sr31sr78mastarmdrilledshaftpdf.pdf?sfvrsn=e2f821dc_2SS3340000
test result is the average of five cores. The target density for coarse mixes is 94.50 percent of G, ) 334-8.2.2ThreeorMoreSublotTestResults:Whenthreeormore sublot test results are available for a LOT, the variability-unknown, standard, n Σ ( x 2 ) =summation of squares of individual test values (Σx) 2 =summation of individual test values squared Q U =upperqualityindex USL =upperspecificationlimit (target value plus upper, the USL P L =estimated percentage above the LSL (1)Calculate the arithmetic mean ( ) X of the test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss334000082283be1712f4a9cbef10a245cdc60df.pdf?sfvrsn=a0afcb0d_03340000SS
0.95 1.01-2.00 0.72-1.41 0.90 2.01-3.00 1.42-2.12 0.80 >3.00 >2.12 Notes: (1) Each density test, :Whenthreeormore sublot test results are available for a LOT, the variability-unknown, standard, Σ ( x 2 ) =summation of squares of individual test values (Σx) 2 =summation of individual test, P L =estimated percentage above the LSL (1) Calculate the arithmetic mean ( ) X of the test, 334-8.2.1 or 334-8.2.2, depending on the number of sublot tests. Note that the number after each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3340000ss.pdf?sfvrsn=7dea4b86_0SS3340000
Notes: (1) Each density test result is the average of five cores. The target density for coarse mixes, ) 334-8.2.2ThreeorMoreSublotTestResults:Whenthreeormore sublot test results are available for a LOT, d a r d d e v i a t i o n Σ ( x 2 ) =summation of squares of individual test values (Σx) 2 =summation of individual test values squared Q U =upperqualityindex USL =upperspecificationlimit, mean ( ) X of the test values: n x X ∑ = (2)Calculatethesample standard deviation (s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss3340000.pdf?sfvrsn=e8c855a5_09-Construction academy Randell 2025
• Testing for chloride, sulfate and nitrate concentrations • Containment • Discuss concerns at pre, • Records must be kept of: • Job Inspection Snug Tight Torque Test for Bolts • Rotational Capacity Test for Bolts (ROCAP) • Steel Girder Shear Connector (shear studs) Bend Test • Fabrication, water cement ratio (w/c) calculation • Slump test when there is question of water content, • Test trucks after rejected truck for slump—including the first adjusted truck and begin a new LOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/9-construction-academy-randell-2025.pdf?sfvrsn=160d8cf5_104-2025 Construction Academy - Structures Randell
and seams—stripe coating • Faying surfaces • Testing for chloride, sulfate and nitrate, and Miscellaneous Metal Components • Records must be kept of: • Job Inspection Snug Tight Torque Test for Bolts • Rotational Capacity Test for Bolts (ROCAP) • Steel Girder Shear Connector (shear studs) Bend Test • Fabrication schedule • Consultant Inspection of fabrication • Non-compliances, ) calculation • Slump test when there is question of water content– consistency must be observed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/04-2025-construction-academy---structures-randell.pdf?sfvrsn=b17b413c_13370302-724IMPLreplace
), and asphalt binder content (Pb) only. 2. Testing in accordance with AASHTO T 312 and FM 1-T 209 (and conditioning prior to testing) will not be required as part of 334-5.1.1. 3. The standard LOT size, to surface tolerance in accordance with 334-5.8. No density testing will be required for these mixtures, design 337-6.2.1 Individual Test Tolerances for FC-5 Production: Terminate the LOT if any of the following Quality Control (QC) failures occur: 1. An individual test result of a sublot for asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/3370302-724implreplace.pdf?sfvrsn=7531544c_13370302-724IMPL
), and asphalt binder content (Pb) only. 2. Testing in accordance with AASHTO T 312 and FM 1-T 209 (and conditioning prior to testing) will not be required as part of 334-5.1.1. 3. The standard LOT size, to surface tolerance in accordance with 334-5.8. No density testing will be required for these mixtures, design 337-6.2.1 Individual Test Tolerances for FC-5 Production: Terminate the LOT if any of the following Quality Control (QC) failures occur: 1. An individual test result of a sublot for asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/3370302-724impl.pdf?sfvrsn=76ea929b_13370302-724FHWA
asphalt binder content (P b ) only. 2. Testing in accordance with AASHTO T 312 and FM 1-T 209 (and conditioning prior to testing) will not be required as part of 334-5.1.1. 3. The standard LOT size, with respect to surface tolerance in accordance with 334-5.8. No density testing will be required, the verified mix design 337-6.2.1 Individual Test Tolerances for FC-5 Production: Terminate the LOT if any of the following Quality Control (QC) failures occur: 1. An individual test result of a sublot
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/3370302-724fhwa.pdf?sfvrsn=2d2d2012_19650101int
by tensile test. Alternate testing will not be accepted. Protect against damage and marring during, and packaging photos for each component of the product system. Certified Test Report Provide a certified test report showing compliance with specification requirements, as required for specific, Test Method Alloy/Temper Reported Properties Pole, Arm, Extrusions ASTM B221 6061-T6 Alloy, 2024-T4 6061-T6 S2 Lot Testing, Alloy, Temper Hex Nuts ASTM F467 6061-T6 6262-T9 2024-T4 S2 Lot
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/9650101int.pdf?sfvrsn=1b7c8924_19650101ind
by tensile test. Alternate testing will not be accepted. Protect against damage and marring during, and packaging photos for each component of the product system. Certified Test Report Provide a certified test report showing compliance with specification requirements, as required for specific, Test Method Alloy/Temper Reported Properties Pole, Arm, Extrusions ASTM B221 6061-T6 Alloy, 2024-T4 6061-T6 S2 Lot Testing, Alloy, Temper Hex Nuts ASTM F467 6061-T6 6262-T9 2024-T4 S2 Lot
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9650101ind.pdf?sfvrsn=80033520_1