8976 search results for test
D1600000
for that LOT in addition to the QC Density testing for top 12 inches [300 mm]. The additional Density test, will perform Resolution testing. The material will be sampled and tested in accordance with FM, of Test for Limerock Bearing Ratio (FM 5-515) and perform an Unsoaked LBR Test. The Engineer or the Contractor may request to use this method. If the Unsoaked LBR Test results in a failing test, then the Engineer will perform a standard Soaked LBR Test. TheContractorisresponsibletomake
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d160000072ae4485aee74464b6a59cede9a2a133.pdf?sfvrsn=db6f7f49_0D1600000
for that LOT in addition to the QC Density testing for top 12 inches [300 mm]. The additional Density test, will perform Resolution testing. The material will be sampled and tested in accordance with FM, of Test for Limerock Bearing Ratio (FM 5-515) and perform an Unsoaked LBR Test. The Engineer or the Contractor may request to use this method. If the Unsoaked LBR Test results in a failing test, then the Engineer will perform a standard Soaked LBR Test. TheContractorisresponsibletomake
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d1600000.pdf?sfvrsn=985d1e6_09320103.FHWA
testeding and the other retainedone for confirmation in the event of a failing test result. Samples, the language relating to bearing pads to comply with DCE Memo 20-09, to require testing in accordance, Test Method TypeA TypeB TypeC TypeD Flow ASTMD5893 NoFlow Slump (maximum) ASTM D 2202 0.3inches, Jobs Silicone Sealant Type Test Method TypeA TypeB TypeC TypeD Tensile stress (maximum, Silicone Sealant Type Test Method TypeA TypeB TypeC TypeD Relative Humidity) Movement Capability
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/9320103.fhwa.pdf?sfvrsn=500732d9_09750600.impl
(except as required below) fiber cement test panels with a mass of 7 to 9 pounds per square foot of surface area to perform the laboratory tests. Coating performance shall meet the following requirements: Laboratory Testing Property TestMethod Requirement Resistance to Wind Driven Rain ASTM D 6904, Resistance ASTMD3273 Ratingof10,ASTMD3274 Submit four fiber cement test panels and a 1 quart wet sample of each component of each coating incorporated in the total system being evaluated. Prepare test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9750600.impl.pdf?sfvrsn=c6f75c0b_0Historical Item Averages 2023
LINER, SLIPLINING, 30" 0432 3 1 1 $740.00 $740.00 1.000 EA N CHEM GROUT REPAIR, PIPE,NON-TEST,15" 0432 3 2 2 $876.32 $9,639.54 11.000 EA N CHEM GROUT REPAIR, PIPE,NON-TEST,18" 0432 3 4 1 $1,150.00 $2,300.00 2.000 EA N CHEM GROUT REPAIR, PIPE,NON-TEST,24" 0432 3 5 2 $1,657.14 $23,200.00 14.000 EA N CHEM GROUT REPAIR, PIPE,NON-TEST,30" 0432 3 9 2 $2,283.92 $29,690.97 13.000 EA N CHEM GROUT REPAIR, PIPE,NON-TEST,54" CESPO05 04/04/2025-14.51.39 Page: 16 Florida Department of Transportation Item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/annual/pdf/historical-item-averages-2023.pdf?sfvrsn=103c0832_13460100CommentResponse
: the current testing method is in place where QC tests and VT tests for comparison. The comparison must, to providing a secure area for testing and initial curing of test specimens. ACTION TAKEN, for testing and initial curing of test specimens. If more than one of the three QA cylinders from a LOT, will be responsible for performing compressive strength tests and any additional testing. ACTION TAKEN, Definition: The strength test of a LOT is defined as the average compressive strength tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/3460100commentresponse.pdf?sfvrsn=b0968684_14160601.impl
LOT for testing, except if there are three or less in the LOT, in which case, test all anchors, dowel per LOT. For every failed field test, perform two additional field tests on adjacent untested anchors or dowels within the LOT. Continue additional field tests until no more test failures, APPLICATIONS –TESTING OF ANCHORS OR DOWELS. (REV2-24-11)(FA5-18-11)(1-12) SUBARTICLE416-6.1(Pages441-442)isdeletedandthefollowing substituted: 416-6.1FieldTesting:Provide an Independent Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/4160601.impl.pdf?sfvrsn=faca3a2a_09740000-722origind
(NTPEP) Test Report or Independent Laboratory Test Report Testing must be conducted using, category. Independent Laboratory Test Report Color/Contrast testing as identified in Table 974-2, , and missing or partial domes. Domes and Spacing Dimensional Testing 1 Provide NTPEP Test Report, on a site provided by the Department and test the installation using an independent testing facility, -year period as tested per FM 5-622-Part B. Table 974-54 Property Documentation Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/9740000-722origind.pdf?sfvrsn=bcd11c66_206162025
DeSantis. “Florida’s presence at the Paris Air Show is a testament to our state’s international, for northeast Florida.” “Otto Aviation’s selection of Cecil is a testament to the strength
https://www.fdot.gov/info/co/news/2025/06162025Section86V2-723
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications SCOPE, and production batches. G.F. The test method and frequency of the aggregate moisture content test.The, Specifications Section 346 . 8. Perform flowing concrete tests at the point of placement or testing, trial batches of the concrete mix designses, and inspection and testing of production concrete, Department of Transportation (FDOT) Florida Sampling and Testing Methods (FSTM) American Association
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/redline/section86v2-723.pdf?sfvrsn=ea2730ef_13340302.FHWA
lime and liquid anti-strip in the mix design, clarify the language relating to density testing in intersections, exclude bicycle/shared use paths from density testing, and to require the Contractor, approval of the Engineer. 2.ForTrafficLevelCthroughEmixtures, test 4 inch specimens in accordance, Specifications) is deleted and the following substituted: 334-5.1.2 Acceptance Testing Exceptions: When, of visual inspection. The Engineer may require the Contractor to run process control tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/3340302.fhwa.pdf?sfvrsn=eb5605c0_06200401.origind
test results for each testing location. Submit the following information on the test results: 1, by Ed Cashman to not require this testing for roadway lighting installations. The grounding, is deleted and the following substituted: 620-4 Ground Resistance Testing and Inspection. 620-4.1 Testing, earth/ground resistance, soil resistivity, and current flow. Conduct the test by using the fall, 81. If fall-of-potential tests cannot be performed, it is acceptable to measure resistance at each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/6200401.origind.pdf?sfvrsn=62c98f34_09230000.origind
be used without additional testing. The concrete producer shall provide test data of water samples, chemical analysis or tests shall be performed in accordance with the test methods listed in Tables 1, not exceed the limits in Table 1: Table 1 Chemical Test TestMethod Maximum (%) Total Solids AASHTOT26 5.00, not exceed the limits of Table 2: Table 2 Chemical Test TestMethod Maximum (%) Acidity or Alkalinity, . Recycled and reclaimed water shall be tested once per week for four weeks initially, and thereafter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/9230000.origind.pdf?sfvrsn=35baf66_0D9160000.do
requires testing by AASHTO T-283 and the test results indicate it is not required, or the mixture, using a Dynamic Shear Rheometer (DSR). 916-1.3.3 Sampling and Testing: Specification Compliance test, and tested for Quality Control testing in accordance with 916-1.3.2. A single one quart representative, Test results shall not be included. ThereportshallconsistoftheSpecificationcompliance testing, Emulsion Grade AE-60 Test Conditions Minimum/Maximum Tests on Emulsion: Saybolt Furol Visc 122ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d9160000.do.pdf?sfvrsn=fd06c258_0D9160000.do
requires testing by AASHTO T-283 and the test results indicate it is not required, or the mixture, using a Dynamic Shear Rheometer (DSR). 916-1.3.3 Sampling and Testing: Specification Compliance test, and tested for Quality Control testing in accordance with 916-1.3.2. A single one quart representative, Test results shall not be included. ThereportshallconsistoftheSpecificationcompliance testing, Emulsion Grade AE-60 Test Conditions Minimum/Maximum Tests on Emulsion: Saybolt Furol Visc 122ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9160000.do.pdf?sfvrsn=e6ea23c1_0D9160000.do
requires testing by AASHTO T-283 and the test results indicate it is not required, or the mixture, using a Dynamic Shear Rheometer (DSR). 916-1.3.3 Sampling and Testing: Specification Compliance test, and tested for Quality Control testing in accordance with 916-1.3.2. A single one quart representative, Test results shall not be included. ThereportshallconsistoftheSpecificationcompliance testing, Emulsion Grade AE-60 Test Conditions Minimum/Maximum Tests on Emulsion: Saybolt Furol Visc 122ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9160000.do058a2a9d52fd4720b9dcc0007e7e6715.pdf?sfvrsn=32a89438_01600000.impl
Verification tests at the minimum frequency listed in the table below. Test Name Quality Control, will perform Verification sampling and tests at a minimum frequency listed in the table below. Test, are used for stabilizing that are not tested in accordance with 160-3.2.1, conduct QC sampling and testing, , the Engineer will test the split sample collected in 160-4.3.1.4. The material will be tested in accordance, Resolution testing. The material will be sampled and tested in accordance with FM 1-T 180, Method D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/1600000.impl.pdf?sfvrsn=49b4e10e_09740000D02-122FHWA
. National Testing Product Evaluation Program (NTPEP) Test Report Testing must be conducted using, exposure category. Independent Laboratory Test Report Color/Contrast testing as identified in Table, Testing 1 Provide NTPEP Test Report Meets the requirements with the Americans with Disabilities Act, on a site provided by the Department and test the installation using an independent testing, , Test using one of the following: a. Locked Wheel Friction Tester - minimum FN40R value of 35
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/9740000d02-122fhwa.pdf?sfvrsn=5d54584b_2SS4530000
4,500 psi at 28 days when tested to ASTM C39. The slant- cylinder test procedu modifications: me, shall meet requirements of ASTM C881. For the properties listed below, modify the ASTM test procedure as noted. The components of the epoxy-bonding agent shall be conditioned to th which testing is to be done prior to mixing the test specimen. 453-4.5.2 Contact Time (open T y-bonding agent shall, ylinde testspcimen cre,preparedandtestedinaccordancewiththeconditionsbelow,sustainsthe
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss4530000.pdf?sfvrsn=b988cd69_0PaceB
termination, and the impacts of delay, extra work and inefficiencies. He has testified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/paceb.pdf?sfvrsn=6eb452f1_0