9191 search results for test
3530000.origind
sheet for the dosage rate of the accelerating admixture. 353-5 Test Requirements. Perform concrete sampling and testing in accordance with Section 346-5. Perform the plastic property tests, strength by cylinder testing as specified in 353-5 or the use of the maturity method test as described, solution. Test the concrete for consistency subject to the following values deviations from, tests prior to the addition of the accelerator. The requirements of 346-9 apply to this Section
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in accordance with the Contract Documents. 163-4 Acceptance Testing. Prior to excavation meeting the requirements of 163-3, perform a field percolation test that consists of the following: 1. Every 150, of percolation. If the rate of percolation is not 1 inch per hour or greater at a test site, notify the engineer of a failed test. Prior to placement meeting the requirements of 163-3, provide to the Engineer the location of the soil source(s) and certification of testing as required in 987-2.4. 163-3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/1630000.impl.pdf?sfvrsn=879e2e3_0QF-650-01-2 ITE Vehicle Traffic Control Signal Heads - LED Vehicle Arrow Traffic Signal Supplement 6.4.2-6.4.8 Checklist
are for Environmental Tests. The following criteria are for Mechanical Vibration. 2 6.4.3.1 Module undergoes mechanical vibration test per MIL-STD-883 test method 2007, with three 4-minute cycles along, are for Temperature Cycling. 3 6.4.3.2 Module undergoes temperature cycling test per MIL-STD-883 test method 1010, with a temperature range of -40°C (-40°F) to +74°C (+165°F), a minimum of 20 cycles, extreme temperature. FORMDROPDOWN Module is non-operating during test. Document Review FORMTEXT
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General: Employ a professional testing laboratory, or Specialty Engineer with prior load test, concrete to obtain this strength at an earlier time to prevent testing delays. Load test piles/shafts, test equipment supplied by the Department within 30 days after completing the load tests, conference or no later than 30 days before beginning test pile installation of the proposed testing, test load to the pile/shaft unless shown otherwise in the plans. Before load testing begins, furnish
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General: Employ a professional testing laboratory, or Specialty Engineer with prior load test, concrete to obtain this strength at an earlier time to prevent testing delays. Load test piles/shafts, test equipment supplied by the Department within 30 days after completing the load tests, conference or no later than 30 days before beginning test pile installation of the proposed testing, test load to the pile/shaft unless shown otherwise in the plans. Before load testing begins, furnish
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/4550000.fhwa.pdf?sfvrsn=d67cd08_0CM-700-05 Dynamic Message Sign
testing or calculations using data from the display properties test to demonstrate the front face, . A completed Testing Laboratory and Report Checklist, if test report is provided. A statement, party test report that demonstrates compliance with this requirement. A completed Testing Laboratory, Applicant may provide comments in this field. Physical Inspection TERL Test Cases (Steps): DMS002, information in submittal. TERL Test Cases (Steps): DMS001 (Step 1), DMS005 (Step 25) FORMTEXT
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in an environmentally controlled test chamber. Testing shall be performed in the environmental chamber, of their product shall submit an application in accordance with Section 6 and include certified test reports from an approved independent test laboratory that shows the material meets all specifications herein, index shall not exceed 12 when tested in accordance with ASTM D 1925 or ASTM E 313. The daylight 45 degree, 0 degree luminous directional reflectance shall be a minimum of 70 when tested in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9720300.fhwa.pdf?sfvrsn=f6823f8b_0concretesamples-lab
all cylinders in the final curing condition in accordance with ASTM C31 until ready to test. 3) Test all cylinders on the break date specified on the SMO website under the “Cylinder Break On” column, the deadline date. a. Test and report in accordance with ASTM C39. b. Measure and record the test, on the IA Proficiency Sample Data Worksheet. The test report forms are available through the web address, (The deadline date to enter your test results in MAC. It is under the “Test Reported By” column
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Installation: Test all stand-alone functions of the ITS devices as detailed in the Contract Documents, . Provide a minimum notice of 10 calendar days prior to all tests to permit the Engineer or their representative to observe each test. If any unit fails to pass its stand-alone test, correct the unit, or substitute another unit in its place, then repeat the test. If a unit has been modified as a result of a stand-alone test failure, prepare a report describing the nature of the failure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/6110402-724origind.pdf?sfvrsn=6ead28b5_26110203-722impl
Installation: Test all stand- alone functions of the ITS devices as detailed in the Contract Documents, of 10 calendar days prior to all tests to permit the Engineer or their representative to observe each test. If any unit fails to pass its stand-alone test, correct the unit, or substitute another unit in its place, then repeat the test. If a unit has been modified as a result of a stand-alone test failure, prepare a report describing the nature of the failure and the corrective action taken
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Intelligent Transportation System Device Installation: Test all stand-alone functions of the ITS devices, to the Engineer for approval. Provide a minimum notice of 10 calendar days prior to all tests to permit the Engineer or their representative to observe each test. If any unit fails to pass its stand-alone test, correct the unit, or substitute another unit in its place, then repeat the test. If a unit has been modified as a result of a stand-alone test failure, prepare a report describing the nature
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Qualified Testing Technicians: Ensure that the testing technicians have the following certifications, as appropriate: 1.ACI Concrete Field Testing Technician Grade I, for personnel performing concrete plastic property tests and ACI Self-Consolidating Concrete Testing Technician if testing self-consolidating concrete (SCC). 2.ACI Concrete Strength Testing Technician, for personnel performing tests on hardened properties of concrete. SUBARTICLE 105-8.8 is deleted and the following
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joints have been tested at the plant hydrostatically at the specified pressure using test methods, using the parallel plate testing methodology of ASTM D 2412. Load the deflected pipe to within, or associated hardware. Testing must be witnessed by the State Materials Office. When rubber gaskets, joint. Test pipe joints at the plant hydrostatically using test methods in ASTM D 3212 [ASTM D 3212M, at the specified pressure using test methods in ASTM D 3212 with the exceptions of section 7.3 and 7.4
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: Specification compliance testing results shall be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing results shall be reported for original binder DSR (G/sin δ and phase angle, as applicable). SUPERPAVE PG ASPHALT BINDER Test and Method Conditions, Phase Angle, δ (c) PG 76-22 (PMA) and PG 76-22 (ARB) (d) Maximum 75 degrees Separation Test, 76-22 (ARB) only) Rolling Thin Film Oven Test Residue (AASHTO T240-13 (2017)) Rolling Thin Film Oven
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a recent research study for sealing cracks on decks supported by steel girders, (2) to introduce testing of application, (3) and to correct reference to the friction testing procedure. Please review, of 0.75) at 1 inch level Water absorption test (ASTM C 642) 0.50% maximum/48 hours; 1.5% maximum/50 days NCHRP 244 Series II - cube test Water weight gain 85% reduction minimum Absorbed chloride 87, resistance test (ASTM C 672) (non - air - entrained concrete) 0 rating “No Scaling” (100 cycles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/4130000.fhwa.pdf?sfvrsn=b79173f_0GL-06
is bladed to a cross section parallel to the finished base. [Spec. 200-6] 12. Density tests for the lower, and Testing at the minimum frequency required. [Spec. 200-7] 18. Irregularities greater than 1/4 inch, , adding base material where necessary, and recompacting. [Spec. 200-6] 23. Reuse LImerock is tested
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, test methods, and proposed testing laboratory to document test results. 6. D e t a i l s o f p r o p, inspections, all CSL reports and electronic data, gamma-gamma testing reports, slurry test data, supplemental testing data, analyses for the foundation unit and the concrete strength test results, of the test pile or reaction piles, whichever occurs last. Donotbeginstaticload testing of drilled, ) to each test pile/shaft site during the installation of the instrumentation, during the load testing
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on tests performed by a testing laboratory approved by the Engineer, this section by visual observation, LBR testing and other tests as appropriate. The Engineer may, Verification sampling and tests at a minimum frequency listed in the table below. Test Name QualityControl, may request samples of the subgrade soil and the stabilizing material for verification tests, . TheEngineer will approve the actual spread rate of stabilizing material used, based on test data
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inhibiting test result limits for calcium nitrite concrete tested in accordance with ASTM G109: Maximum, r e r s o f a d mixtures shall provide submit certified test results from an independent laboratory, tests, with all deficiencies corrected for APL approval and upon request of the Engineer, to the Engineer with test certificates from an independent laboratory indicating compliance with this Specification. The test certificate shall include corrosion inhibiting properties per ASTM G109
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prior to beginning construction of a test section. Construct a test section of the length of one LOT. Perform five quality control (QC) tests at random locations within the test section. All five tests must meet the density required by 125-9.2 and be verified by the Department. Identify the test, the requirements of 125-9.2 or when the QC tests cannot be verified, construct a new test section, must demonstrate with a successful test section that density can be achieved. Thick lift around
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