9191 search results for test
4530000IMP
testing is to be done prior to mixing the test specimen. 453-4.5.2 Contact Time (open Time, ) will be deemed acceptable if a slant cylinder test specimen, prepared and tested in accordance, -cylinder test shall have a compressive strength of at least 4,500 psi [31 MPa] at 28 days when tested, set epoxies) prior to testing. For slow-set epoxy, an additional test specimen shall be made, the requirements of ASTM C881. For the properties listed below, modify the ASTM test procedures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/4530000imp.pdf?sfvrsn=6cf1de56_0SS4530000
) will be deemed acceptable if a slant cylinder test specimen, prepared and tested in accordance, set and 14 days for slow set epoxies) prior to testing. For slow-set epoxy, an additional test, . For the properties listed below, modify the ASTM test procedures as noted. The components of the epoxy-bonding agent shall be conditioned to the temperature at which testing is to be done prior to mixing the test specimen. 453-4.5.2 Contact Time (open Time) and Contact Strength: The contact time (open
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss4530000.pdf?sfvrsn=d1b7dc12_03530600-724origind
the maturity method or concrete cylinder testing, and determine 28 day strength using concrete cylinder testing. Perform Quality Control (QC) tests for temperature, slump, and density, and prepare, Slab Acceptance and Testing. Reject any Concrete not meeting the plastic property requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/3530600-724origind.pdf?sfvrsn=19589b40_14551506.impl
/orloadtestsareperformed, the Engineer will use the pilot hole and/or load test results to determine, . Drilled shaft construction shall not begin until pilot hole and/or load test reports are approved by the Engineer. Shaft tip elevations based on pilot hole results and/or load tests may vary from, Penetration Tests (SPT) for coring. In such cases, supply these tests at no additional cost per foot
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/4551506.impl.pdf?sfvrsn=3d1b1fbb_03340000.comm
an adequate number of test results are obtained for stockpile approval.” We need to assign a number, material by engineering analysis or delineation testing, at a minimum, evaluate all material located, of the material on the other side of this test result is good to go. - Table 334-8: I am a little, of tests available, and will not be redefined
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/3340000.comm.pdf?sfvrsn=ae4e4faf_09290100-722origind
and before the mix is discharged. The Engineer may require additional testing beyond the requirements, will be maintained by the SMO. 3. Test Report: A certification from the SCM producer showing that the SCM meets the requirements of this Section. The test report must include, at a minimum, the following, . The approved laboratory that performed all tests. 4. Purchaser: The term “purchaser” in the ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/9290100-722origind.pdf?sfvrsn=255df5c5_21040500.impl
a maximum design velocity of 6.5 ft/sec as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department Submit to the Engineer, certified test reports from the manufacturer showing that the erosion control, for product identification. The manufacturers test records shall be made available to the Department upon
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/1040500.impl.pdf?sfvrsn=fde9b28a_02000601.FHWA
. 200-7.2.2 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed, and Retaining Wall Systems Test Name QualityControl Verification Modified Proctor Maximum Density One, Path and Sidewalk Construction Test Name QualityControl Verification Modified Proctor Maximum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/2000601.fhwa.pdf?sfvrsn=e73db8d5_01050101.FHWA
performing sampling, testing and inspection for both field and laboratory tests. Submit the names, of Materials Certification and Reporting Test Results: Provide Submit certifications prior to placement of materials. Report test results at completion of the test and meet the requirements, Sampling, Testing, and Reporting Guide 21 calendar days prior to commencement of construction. Provide, additional materials placed. Do not commence work activities that require testing until the Job Guide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/1050101.fhwa.pdf?sfvrsn=2443231a_0DEV333HFST (3-13-24)
Test Method Viscosity 7 – 30 poises ASTM D2556 Gel Time 10 minutes min. ASTM C881 (60 gram mass, Requirements Property Requirement Test Methods Aggregate Abrasion Value 20% max AASHTO T 96 Aggregate, Oxide 86% min ASTM C25 333-2.4 Certified Test Results: Provide to the Engineer, certified copies of complete test results from the producers documenting that the polymer resin binder meets the requirements of Table 333-1 and that the aggregate meets the requirements of Table 333-2. The test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev333hfst-(3-13-24).pdf?sfvrsn=a4e34e93_16110400.origind
testing performed close to non-working days. This change is related to changes in other Sections, 734) is deleted and the following substituted: (e) Start the 48 hour test on a Monday, Tuesday, or Wednesday. However, do not start the 48 hour test on the day preceding a holiday at a date, hour test does not include weekends, Holidays, or Special Events
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jan12/files/6110400.origind.pdf?sfvrsn=292d7fd1_04100100FHWA-Revised
to verify the shipping strength 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, is permitted to verify the shipping strength test, before 28 days, by testing compressive strength, with ASTM C 597, or any other approved nondestructive test method to estimate the strength of concrete, by test cylinders. Curing temperature and cycle must be monitored on a minimum of one box culvert
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/4100100fhwa-revised.pdf?sfvrsn=7d0b7215_14070100FHWA - Revised
is permitted to verify the shipping strength test, before 28 days, by testing compressive strength cylinders that are cured under conditions similar to the product or by testing temperature match, in accordance with ASTM C597, or any other approved nondestructive test method to estimate, of shipping strength by test cylinders. Curing temperature and cycle must be monitored on a minimum of one precast culvert curing cell from each day of production when nondestructive test methods
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/4070100fhwa---revised.pdf?sfvrsn=f873ea2e_19850202.resp
requires an ECM specific test which manufacturers do not perform. So she & I agreed to add a test which, for the ECM related testing. For the R-1 change, we have 3 manufacturers. We will need to determine, products being manufactured. However, IFAI’s magazine publishes test results for ASTM D5035 for multiple
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/9850202.resp.pdf?sfvrsn=52d8f977_04550100.comm
was reduced based on dynamic testing results of two test piles in a large pile group. After, in the Contract Documents, install strain gauges in the test shaft to measure the distribution, resistance shown in the Plans if the dynamic load test is used to determine the actual soil resistance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/4550100.comm.pdf?sfvrsn=d823fde9_09600000.comm
said.nour@dsiamerica.com Comments: (6-30-15) 960-2.1.5 Dynamic test of unbonded anchorage. AASHTO section 10.3.2.2 requires the test to be done on a representative anchorage. It is our, the department give a consideration to this issue? 960-3.2.1.4 Is this necessary? A successful pressure test, of the duct testing was written around qualifying bonded, corrugated duct of PP composition. HDPE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/9600000.comm.pdf?sfvrsn=20a20c71_0Section 11.1 VII-122
.............................................................................. 14 11.1.19 PHASED ARRAY ULTRASONIC TESTING, ............................ 15 11.1.22 LOWERED SALT TESTING, Society for Nondestructive Testing (ASNT) SNT-TC-1A, Performance Criteria for Personnel Performing Nondestructive Testing American Welding Society (AWS), Specification for AWS Accreditation, 11.1.3 Florida Department of Transportation (FDOT) Florida Sampling and Testing Methods Florida
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/section-11-1-vii-122.pdf?sfvrsn=fcda283b_4Section111V2-724
such test are included in Table 5. All Rotational Capacity testing shall be made available, .......................................................................... 1414 11.1.19 PHASED ARRAY ULTRASONIC TESTING (PAUT, ........................ 1515 11.1.22 LOWERED SALT TESTING, for Nondestructive Testing (ASNT) SNT-TC-1A, Performance Criteria for Personnel Performing Nondestructive Testing American Welding Society (AWS), Specification for AWS Accreditation of Certified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/redline/section111v2-724.pdf?sfvrsn=a72b42c9_19140000.impl
, qualifying tests shall be performed. Test methods for these substances shall be those mandated by EPA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/9140000.impl.pdf?sfvrsn=5b256260_04550510.resp
4550510 STRUCTURES FOUNDATIONS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Jeff Oakes D5 Construction 407-482-7835 Comment: (5-7-13) 455-15.8.3 Fluid in Excavation at Time of Concrete Placement, second paragraph: Most of the miscellaneous shafts that I have done are less than 30’ in depth. Will one slurry sample within 1‘inch of the base of the shaft be sufficient? Or should one more test be added or read with a minimum amount of 2 or 3 tests? Take samples of the fluid in the shaft from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan14/files/4550510.resp.pdf?sfvrsn=46143c00_0