8978 search results for test
7150603.origind
in the cast-in-place foundation is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C31 and ASTM C39 and verifying test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/7150603.origind.pdf?sfvrsn=585f3612_05480000.resp
for constructing the retaining wall volume. The test method of FM 1-T 267 only requires one sample to be tested, Comments: The only problem I have is the proposed frequency of gradation test...one per eight consecutive, too many practical problems. These test results will not be issued for at east a day if not more...etc. Suggestion: Make Gradation testing frequency one per Maximum Density for QC and Verification. 548-7.5 Frequency: Conduct sampling and testing at a minimum frequency listed in the table below
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/5480000.resp.pdf?sfvrsn=b338ad60_04620000
. Theapparatusandmethodsusedtoperform the test must be submitted to the Engineer for approval. Tests shallmust be conducted, shallwill represent the size and length of the group of tendons being tested. The in-place friction test, . Theapparatusandmethodsusedtoperform the test must be submitted to the Engineer for approval. Tests, Office. Manufacturers seeking evaluation of their post-tensioning systems shallmust submit test results to the Structures Design Office and include certified test reports from an independent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/4620000.pdf?sfvrsn=fad46dee_03340104-122origind
. Prior to testing volumetric samples, condition the test-sized sample for one hour, plus or minus, asphalt mixture, submit the proposed mix design with supporting test data indicating compliance, or less. The Engineer will consider any marked variations from original test data for a mix, Aggregate Angularity: When tested in accordance with AASHTO T 304-17 (2020), Method A, meet, and Testing Requirements: Obtain the samples in accordance with FM 1-T 168. Obtain samples at the plant
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/3340104-122origind.pdf?sfvrsn=63e64c23_29160100.impl
unless specifications for the hot mix asphalt product requires testing by FM 1-T 283 and the test, Testing of the following as applicable by these Specifications. SUPERPAVE PG ASPHALT BINDER Test, T 240 shall be a maximum of 0.5% for all grades. 2.Theintermediate test temperature at 10 rad/s. for the Dynamic Shear Rheometer test AASHTO T 315 shall be 25ºC for all grades, Rheometer test AASHTO T 315 shall be 67ºC. 4.AllPGasphaltbindershavingahightemperature designation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/9160100.impl.pdf?sfvrsn=b8d9aa73_0Chapter5s8
will ensure that Resolution sampling and testing is performed, that the Resolution samples and test, technician, but tested by someone not holding the appropriate qualification at the time of testing, and Certification system (MAC), indicates who samples and tests each of these materials and at what frequency, methods of material acceptance: 1) certification; 2) visual inspection; and 3) sampling and testing, for testing. (a) Product Certification Certification per product, per project is required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter5s8.pdf?sfvrsn=2290c5fe_193530000.comm
: Consider allowing or requiring a set of 2 compressive strength test cylinders (Protection cylinders, tested as long as the maturity meter performed. Yes the bid prices may be an additional $15 per, . The contractor damaged the 2 acceptance test cylinders the penalty is $4500. This does not appear, “on site” needs to be clarified. Response: 353-5 Test Requirements states, “Perform concrete sampling and testing in accordance with Section 346. Unit weight testing is required. Perform
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/3530000.comm.pdf?sfvrsn=d9b37dc7_03530000.resp
353-5 Test Requirements states, “Perform concrete sampling and testing in accordance with Section 346. Unit weight testing is required. Perform the plastic property tests in accordance with Section 346, . 353-5.3: Consider allowing or requiring a set of 2 compressive strength test cylinders (Protection, and never tested as long as the maturity meter performed. Yes the bid prices may be an additional, for the work is $2,500 total. The contractor damaged the 2 acceptance test cylinders the penalty
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/3530000.resp.pdf?sfvrsn=1820ee5c_09910102FHWA - Revised
test temperature only. Impact tests shall be performed only on tubular markers measuring 36 inches, weather test temperature only. Impact tests shall be performed only on tubular markers measuring 36, substituted: 991-1.5 Product Testing: Manufacturers seeking evaluation of Tubular Markers not listed on the APL must include test reports from AASHTO Product Evaluation & Audit Solutions documenting the product meets the requirements of this Section. Impact testing must be performed on concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9910102fhwa---revised.pdf?sfvrsn=4eae0744_14550028.FHWA
: 455-2.8 Required Reports: Submit a preliminary static load test report to the Engineer within five days after completing the load test. When the Contract Documents do not require internal instrumentation, submit the final report within ten days after completing the load test. Furnish the final report of test results for internally instrumented shafts within 30 days after completing the load test. Include in the report of the load test the following information: (1)Atabulationofthetime
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/4550028.fhwa.pdf?sfvrsn=359e6f94_04550028FHWA
: 455-2.8 Required Reports: Submit a preliminary static load test report to the Engineer within five days after completing the load test. When the Contract Documents do not require internal instrumentation, submit the final report within ten days after completing the load test. Furnish the final report of test results for internally instrumented shafts within 30 days after completing the load test. Include in the report of the load test the following information: (1)Atabulationofthetime
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/4550028fhwa.pdf?sfvrsn=1611f58_0CAV Guidance LL&BP_2026 Edition
......................................................................... 79 5.3 Project Requirements, Testing, and Acceptance............................................................................ 80 5.3.1 Field Testing, 5.3.2 System Testing, - Systems Testing and Validation Plan, between the ConOps and the System Testing and Validation Plan .................... 25 Figure 3-10
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cav-guidance-ll-bp_2026-edition.pdf?sfvrsn=f72b3f7_16770000.origind
eDepart ment . 677-4.2MechanicalInspection: Insp ectandt Testal lequi pmentt obemount edt ot h e sh
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/6770000.origind.pdf?sfvrsn=4fc64198_03340802resp
test results including supplier and DOT tests. Consider revising the frequency of supplier QC tests, 850-382-0773 chad.daniels@midsouthpaving.com Comments: (12-4-18) NCAT Test Track Findings from back, . Recommendation: Set the minimum lift thickness in 334 for 9.5mm to 1-1/4 inches for density testing, with a refusal density testing with non-destructive density gauges. Response: The Department has been, , the biggest issue is the lack of a proven cracking test. There is national level research being
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/3340802resp.pdf?sfvrsn=6ccc2189_29010102.resp
that one failing test does not cause rejection, : Text: Current draft of the specification references, for a test method for the determination of mica schist in granites, FM5-584. However, a review of the current FDOT website for active FM test, ), you may need to test the minus No. 4 (4.75 mm) and the plus No. 8 (2.36 mm) portion also. 4.4 Spread, of particles of each size for each sample tested. 5.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/9010102.resp.pdf?sfvrsn=7abeaa65_03501600.FHWA
provided that representative test cylinders, made in accordance with ASTM C 31 and tested in accordance, and to update ASTM testing reference and psi requirement for flexural strength. Please review and transmit, of a section of pavement to traffic at an earlier time provided that representative test beamscylinders, made in accordance with ASTM C 31 and tested in accordance with ASTM C 7839, indicate a flexural compressive strength of at least 550 2200 psi. Cure these test beams cylinders in a manner
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/3501600.fhwa.pdf?sfvrsn=23892109_04501403FHWA
. Verification of the shipping strength test, before 28 days, is permitted by testing compressive strength cylinders that are cured under the conditions similar to the product or by testing, of the shipping strength test, before 28 days, is permitted by testing compressive strength cylinders, in accordance with ASTM C597, or any other nondestructive test method acceptable to Engineer, is permitted to estimate the strength before its verification by test cylinders. The shipping strength test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/4501403fhwa.pdf?sfvrsn=8da6a982_19850202.FHWA
geosynthetic material shall be tested by an independent third party in accordance with the following methods as they apply to the specific application type. All testing and reported values, except, Backfill f *as per AASHTO T88. Table 1.1 Drainage Geotextiles Test Methods and Requirements for Types D-1, D-2 and D-3 Property/Test Method D-1 D-2 D-3 Minimum Permittivity (Sec - 1) per, 50% = 203 Mass per Unit Area (oz/sy) per ASTM D5261 Provide Test Result Provide Test Result
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/9850202.fhwa.pdf?sfvrsn=80552f42_0CM-682-01 CCTV Camera
FORMTEXT Applicant may provide comments in this field. Physical Inspection TERL Test Cases (Steps, location of requested information in submittal. TERL Test Cases (Steps): CCTV001 (Step 1, of requested information in submittal. TERL Test Cases (Steps): CCTV001 (Step 2) FORMTEXT, information in submittal. TERL Test Cases (Steps): CCTV001 (Step 3) FORMTEXT FORMTEXT, Inspection TERL Test Cases (Steps): CCTV003 (Step 21), CCTV004 (Steps 1-10), CCTV005 (Steps 4, 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-682-01-cctv-camera.docx?sfvrsn=d0489b8b_14620100-722impl
test in accordance with this Section. PT system acceptance testing may be performed concurrent with mockup testing if performed prior to installation of any PT system hardware. 6. Install the PT, substituted: 462-1 Description. 1. Furnish, test, transport, store, handle, and install all, system testing in accordance with Section 960. Include in the PT system testing all possible, used in system testing and as listed on the approved PT system shop drawings. c
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/4620100-722impl.pdf?sfvrsn=7d2d771b_2