Search

3530600-724origind

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_1

dist-1-sr-60a-bulger-san-sewer-repair

to Montoya Electric, testified “The site was clear to dig. There was no green paint or flags directly

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d1/pastyears/dist-1-sr-60a-bulger-san-sewer-repair.pdf?sfvrsn=814ec518_6

9290100-722origind

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_2

1040500.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_0

2000601.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_0

3340000.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_0

7000000.FHWA

in the support footing 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 results, installation. Provide a UL listedEnsure internally illuminated sign assembly ies have been tested and listed for their specific use by a testing laboratory such ais UL listed or equivalentor another comparable testing laboratory acceptable to the Department. 700-3.2.1.2 Housing Ensure that the Ssign

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/7000000.fhwa.pdf?sfvrsn=44a49b42_0

DEV333HFST (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_1

4551506.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_0

4530000

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, cylinder test specimen, prepared and tested in accordance with the conditions below, sustains, of at least 4,500 psi [31 MPa] at 28 days when tested to ASTM C39. The slant- cylinder test procedure, -set epoxy, an additional test specimen shall be made and tested to failure at 24 hours

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/4530000.pdf?sfvrsn=9ee27bf1_0

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_0

SS4530000

) 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_0

9140000.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_0

4550510.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

9037 search results for test