8978 search results for test
3501303-724origind
days after placement of the concrete. 2. Test cylinders, made in accordance with ASTM C31 and tested in accordance with ASTM C39, indicate a compressive strength of at least 2,2002,000 psi (cure these test cylinders in a manner identical to the corresponding section of pavement). 3. Provide, of the last slab of each day’s placement. Fabricate three test cylinders for strength and maturity curve correlation testing. The compressive strength cylinders and maturity curve correlation testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/3501303-724origind.pdf?sfvrsn=64d6fefd_26110000.origind
. 611-6 Manufacturer’s Tests and Certifications. Formaterials which may not require formal testing, field tests of completed installations in accordance with the requirements of 611-4. The Engineer, in accordance with 5-11, only after satisfactory completion of all field tests of completed, with the Contract Documents, unless approved otherwise in writing by the Engineer. 611-4 Field Tests of Signal Installations. Perform the following tests on all traffic signal installations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/6110000.origind.pdf?sfvrsn=ebe06f9c_0GL-All-FY1516
with a minimum frequency of one test per soil type [Spec. 125-9] 26. If Density tests fail, retest within, on this project? 120-10.1.1 9. Is the CEI ensuring that all sampling and testing requirements are met and enforcing the requirement that all samples and test are taken randomly? Does the field test, proctor is used when density tests results are evaluated for material acceptance? Are the appropriate, the requirement that all required density test results are documented on current forms provided
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1516/gl-all-fy1516.pdf?sfvrsn=f380dd7b_09430100.fhwa
that the pipe joints have been tested at the plant hydrostatically and shown to meet the requirements, /specificationsoffice/materialsmanual/section62.pdf . Ensure that the pipe joints have been tested at the plant hydrostatically at the specified pressure using test methods in ASTM D 3212, % reduction in internal diameter using the parallel plate testing methodology of ASTM D 2412. Load, not contact the hugger band or associated hardware. Testing shall be witnessed by the Engineer. ARTICLE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/9430100.fhwad67fbeaeca384efc95e921af9af67f2c.pdf?sfvrsn=72a2413a_0NCHRP 350
National Cooperative Highway Research Program Report 350 entitled ‘Recommended Procedures for the Safety Performance Evaluation of Highway Features’ which established guidelines for conducting full-scale crash tests for permanent and temporary highway safety devices, such as guardrail, crash cushions, and end treatments
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/definitions-guardrails/nchrp-3504130000FHWA
of 0.75) at 1 inch [25 mm] level Water absorption test (ASTM C 642) 0.50 percent maximum / 48 hours; 1.5 percent maximum / 50 days NCHRP 244 Series II - cube test Waterweightgain, Absorbedchloride 95percentreductionminimum Scaling resistance test (ASTM C 672) (non - air - entrained concrete, Sampling for Tests: The Engineer may require samples from each LOT or container of materials delivered, with concrete bridges preliminary on-site skid test to determine the actual sand application rate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/4130000fhwa.pdf?sfvrsn=3816cac9_02023_Quiet Pavements Synthesis
, 2018) ............................................. 26 Figure 20. OBSI testing set-up (a) Horizontal, 23. Laboratory tire-pavement noise testing apparatus (Kowalski, 2007) ......................... 30, Rubber Friction Course (ARFC). The work involved the use of three types of testing methods to assess, Official (AASHTO) Designation: T 360-16, Standard Method of Test for the Measurement of Tire, , outlining research, development, testing, and implementation steps. ©2023 Applied Research Associates
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2023_quiet-pavements-synthesis.pdf?sfvrsn=e57996f5_14551508.FHWA
, reintroduce the additional tests for pH value for the time required to establish consistency of the test, of the test values within the required parameters. (c) The Department may perform comparison tests, drilled shaft inspector to perform control tests using suitable apparatus on the mineral slurry, ) Mineral slurry supplied to the drilled shaft excavation: Perform the following tests on the mineral, in the table below: 4551508 All Jobs Item to be measured Range of Results at 68ºF Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/4551508.fhwa.pdf?sfvrsn=72922b0b_09320200-724IMPL
the following minimum testing requirements: Table 932-4 Test Property Description Test Method, and testing will be at the Contractor’s expense. 932-2.6 Testing: Test bearing pads in accordance, be rejected, and the verification sample tested. If the verification sample test results are also, to the material. Materials for pavement joints shall be tested according to ASTM D5329, to the side of the sealant showing the defect. At least two test samples in a group of three
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9320200-724impl.pdf?sfvrsn=cab6f81d_1SP4550000DB-722AddChngFHWA
the drilled shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, to the satisfaction of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off, testing. During dynamic load tests, replace the pile cushion when any of the pile stress, before installing end-bent piling/shafts, except when driving specified test piling in end bents
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/sp4550000db-722addchngfhwa.pdf?sfvrsn=fb57a9f8_2SP4550000DB-122FHWA
Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer, the required test load to the pile/shaft unless shown otherwise in the Plans. Before load testing begins, of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off, by the Engineer after satisfactory field trial during dynamic testing. During dynamic load tests, specified test piling in end bents or when the Plans show uncased piles through proprietary retaining
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/sp4550000db-122fhwa.pdf?sfvrsn=32ba4925_29330000.FHWA
strand shall meet the requirements of ACI 440.4, following the test methods from ACI 440.3., Carbon Fiber Reinforced Polymer (CFRP) Strands: Meet the requirements of ACI 440.43R, B.10 – Test method, 90% of the specified ultimate strength for parallel wire assemblies. 933-5 Required Tests for Prestressing Strand and Bar. 933-5.1 General: Tests shall be performed to determine the physical characteristics of prestressing reinforcement. For tests specified to be made by the producer, submit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9330000.fhwa.pdf?sfvrsn=d09c3e5a_0fm5-580
materials are tested a second time if they pass the first cleaning test. 2. REFERENCE DOCUMENTS, washing 6.2.6. Test site 6.2.7. Testing technician 6.2.8. Photographs (initial, post-exposure, post, Gainesville, Florida 32609 September 10, 2025 FM 5-580 1 Florida Method of Test for the Effectiveness, exposure testing of sacrificial and non-sacrificial water cleanable anti-graffiti coating materials, . The performance of the anti-graffiti coating material is tested and reported for two different exposure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm5-580.pdf?sfvrsn=9d1e6b92_34550701.FHWA
(TITDS) Specialty Engineer to supervise field testing and report the test results. 13. Methods, or other protected areas. 16. Proposed schedule for test shaft installation, load tests and production, : If the Engineer determines a drilled shaft is unacceptable based on the TITDS tests and other testing, perform the testing. When a shaft contains four tubes, test every possible tube combination, : If the Engineer determines a drilled shaft is unacceptable based on the CSL test and other testing, core
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/4550701.fhwa.pdf?sfvrsn=19f4c507_04620802.impl
and the following substituted: 462-8.2 Contractor Field Tests: 462-8.2.1 Prior to Concrete Placement: 462-8.2.1.1 All Tendons Except as Noted: 1. Test all PT system components utilized on the project, , pressure test each duct with all assemblies used in a single structural component (e.g. segment, beam, etc.). 3. Test assemblies in their final position just prior to concrete placement by sealing them, Injection Will Be Used: 1. Test all PT system components utilized on the project except those
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/4620802.impl.pdf?sfvrsn=d97d53e3_0SP4550000DB-122resp
“Predrill holes for production piles in the same manner and to the same depth test piles were, that longer predrilled holes are necessary compared to the test piles? What if the contractor choses to use a shorter predrilled depth compared to test piles and the requirements of penetrating hard, Comments: (5-25-21, Internal) In the setting of permanent and test piling, the Contractor may, and to the same depth test piles were predrilled, unless required otherwise by the Engineer or the Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/sp4550000db-122resp.pdf?sfvrsn=5c99170e_21050807.origind
. Technicians who test concrete properties or perform Verification testing for the Department must possess, include final curing, compressive strength testing, and the recording/reporting of all test data, to ensure that the tests are performed in accordance with Standard Test Methods, project specifications, tests and statistical evaluation of QC test results. 105-8.7.5 Concrete Mix Designer: Ensure all, technicians performing plastic property testing on concrete for materials acceptance are qualified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jul10/files/1050807.origind.pdf?sfvrsn=40f46b3e_01050807.FHWA
to the designated laboratories. Technicians who test concrete properties or perform Verification testing, that the tests are performed in accordance with Standard Test Methods, project specifications and other, rmance of required QC tests and statistical evaluation of QC test results. 105-8.7.5 Concrete Mix, , compressive strength testing, and the recording/reporting of all test data. 105-8.7.3.2 Concrete, . This person is responsible to ensure that the tests are performed in accordance with Standard Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/1050807.fhwa.pdf?sfvrsn=248649a2_0SS3501401
time provided that representative test cylinders, made in accordance with ASTM C 31 and tested in accordance with ASTM C 39, indicate a compressive strength of at least 2200 psi. Cure these test, in compliance with 350-14.1.1. If the results from the impact-echo test vary by ± 0.15 inches from the core boring, then the non-destructive test method can not be used on the pavement. In such case
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss3501401.pdf?sfvrsn=4889399c_0SS3501401
time provided that representative test cylinders, made in accordance with ASTM C 31 and tested in accordance with ASTM C 39, indicate a compressive strength of at least 2200 psi. Cure these test, in compliance with 350-14.1.1. If the results from the impact-echo test vary by ± 0.15 inches from the core boring, then the non-destructive test method can not be used on the pavement. In such case
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss3501401022428f854204d7995639d574435b2a1.pdf?sfvrsn=e45028e4_0