9191 search results for test
SPI-550-012
Specifications; NCHRP Report 350 Test Level 3 Criteria (portion of fence adjacent to traffic railing only, mounted side of this fence is based on a design that was successfully crash tested in accordance with the AASHTO Guide Specifications for Bridge Railings Performance Level 2 pickup test. Modifications have been made to improve the crashworthiness to NCHRP Report 350 Test Level 3 Criteria. This fence, and testing requirements should be submitted by the Contractor for approval prior to acceptance of any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-550-012.pdf?sfvrsn=21b8cb62_1SS9480000
copies of mill analysis covering chemical and physical test results. 948-1.5 Underdrain: PVC pipe, the following requirements: Table 1 Stress Crack Resistance of Pipes Pipe Location Test Method Test, , Procedure B and FM 5-573 Full Test (2)(3) Test at 3 temperature/stress combinations: 176°F at 650 psi 176°F at 450 psi 158°F at 650 psi; 5 replicates at each test condition Determine failure, ) The tests for each condition can be terminated at duration equal to or greater than
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss9480000.pdf?sfvrsn=6847db9a_09480000.impl
submit to the Engineer the mill analysis covering chemical and physical test results. 948-1.5, Pipe Location Test Method Test Conditions Requirement Pipe Liner FM 5-572, Procedure A 10, . Junction FM 5-572, Procedure B and FM 5-573 Full Test (2)(3) Test at 3 temperature/stress combinations: 176°F at 650 psi 176°F at 450 psi 158°F at 650 psi; 5 replicates at each test, failure time values (4) The tests for each condition can be terminated at duration equal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/9480000.impl.pdf?sfvrsn=6ca0d45f_09480000.impl
to the Engineer six copies of mill analysis covering chemical and physical test results. 948-1.5, for reworked plastic. Table 948-1 Stress Crack Resistance of Pipes Pipe Location Test Method Test, , Procedure B and FM 5-573 Full Test Test at 3 temperature/stress combinations: (2)(3) 176°F at 650 psi 176°F at 450 psi 158°F at 650 psi; 5 replicates at each test condition Determine failure time at 500 psi at 73.4°F ≥ 100 years (95% lower confidence) using 15 failure time values The tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/9480000.impl.pdf?sfvrsn=20bb0b65_03340104-723 FHWA
with supporting test data indicating compliance with all mix design criteria to the Engineer, test data for a mix design or any evidence of inadequate field performance of a mix design, . 334-3.2.3.1 Coarse Aggregate Angularity: When tested in accordance with ASTM D5821, meet the percentage, : When tested in accordance with AASHTO T 304, Method A, meet the uncompacted void content of fine aggregate specified in AASHTO M 323. 334-3.2.3.3 Flat and Elongated Particles: When tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/3340104-723-fhwa.pdf?sfvrsn=4c1ccfc_1330090405InternalCommentResponse
Specification Section 330 Subarticle 330-9.4.5 ORIGINATION Date: 4-23-24 Name: Richard Hewitt Email: Richard.Hewitt@dot.state.fl.us COMMENTARY The IRI Incentive Disincentive SP and MSP have resulted in Smoother Pavements with less straightedge testing, thus increasing safety by reducing the need for workers to straightedge areas that will be tested with the laser profilers. Moving it, be used and those areas, rather those areas, “…will be tested and accepted by straightedging
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/internal/comments-responses/330090405internalcommentresponse.pdf?sfvrsn=2fb97ea8_12000702-722FHWA
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 in the table below. Table 200-1, Systems Test Name Quality Control Verification Modified Proctor Maximum Density One per eight, 200-2 Shoulder-Only, Shared Use Path and Sidewalk Construction Test Name Quality Control, substituted: 200-7.3.1.2 Depth and Surface Testing Requirements: Notify the Engineer a minimum of 24
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/2000702-722fhwa.pdf?sfvrsn=32da2670_2GL-6 Base (2017-2018) clean
6 inches has the approval of the Engineer based on results of a test section constructed using, ] 17. Ensure density tests for the lower course are taken and passed prior to spreading material, sampling and testing are performed at the minimum frequency required. [Spec. 200-7] 20. Enforce the requirement that all required density test results are documented on current forms provided, that the Pit Proctor approval, IV testing frequency and comparison are met in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1718/gl-6-base-(2017-2018)-clean.pdf?sfvrsn=c2f01700_0GL-6 Base (2016-2017) 7-12-16 clean
has the approval of the Engineer based on results of a test section constructed using, density tests for the lower course are taken and passed prior to spreading material for the top course, and testing are performed at the minimum frequency required. [Spec. 200-7] 20.Enforce the requirement that all required density test results are documented on current forms provided by the Department, approval, IV testing frequency and comparison are met in accordance with the Specs. [Spec. 200-7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1617/gl-6-base-(2016-2017)-7-12-16-clean.pdf?sfvrsn=9b46d675_0GL-6 Base (2018-2019) clean
6 inches has the approval of the Engineer based on results of a test section constructed using, ] 17. Ensure density tests for the lower course are taken and passed prior to spreading material, sampling and testing are performed at the minimum frequency required. [Spec. 200-7] 20. Enforce the requirement that all required density test results are documented on current forms provided, that the Pit Proctor approval, IV testing frequency and comparison are met in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1819/gl-6-base-(2018-2019)-clean.pdf?sfvrsn=9d34e407_02000702.origind
to reduce the frequency of Verification Testing for density on Streamline Contracts, ) is deleted and the following substituted: 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, Lots, Concrete Box Culverts and Retaining Wall Systems Test Name QualityControl Verification, Witness Shoulder-Only, Bike/Shared Use Path and Sidewalk Construction Test Name QualityControl
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/2000702.origind.pdf?sfvrsn=d8c7d665_0HambidgeD
. Successfully provided expert transportation design testimony in court as well as analyses and reports to law
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/hambidged.pdf?sfvrsn=1df2cbb5_03530600-724IMPL
353 CONCRETE PAVEMENT SLAB REPLACEMENT. (REV 7-10-23) (FA 10-4-23) (FY 2024-25) ARTICLE 353-6 is deleted and the following is substituted: 353-6 Concrete Slab Acceptance and Testing. Reject any Concrete not meeting the plastic property requirements of Section 346. Concrete pavement slab, cylinder testing, and determine 28 day strength using concrete cylinder testing. Perform Quality Control (QC) tests for temperature, slump, and density, and prepare compressive strength cylinders once per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/3530600-724impl.pdf?sfvrsn=18cb40a7_19750000-723comm
#9750000. My suggested changes relate to sections 975-3, 975.4, and the associated tests specified, , Pedestals, and Posts. Suggested modifications: Section 975-2.2 (2-year outdoor testing section) 1- Section 975-2.2 suggests 2 years of outdoor testing instead of 5 years. Although, section 975-4, adding a section for touch-ups of galvanized coatings without color and gloss retention testing. I also
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/9750000-723comm.pdf?sfvrsn=6c6cdf55_1section62-061312
) American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, the quality control test methods, inspections, and minimum frequency of tests that are used, , hydrostatic testing equipment. (I) Joint forming equipment and gaskets, and Pipe test results. (J) LOT, (AASHTO), Part I Specifications, and Part II Tests, Washington, D.C. (E) Approved Product List (APL), Florida Department of Transportation. (F) Field sampling and Testing Manual, Florida Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/materials-manual/section62-061312.pdf?sfvrsn=23b04fad_1fm5-572
Gainesville, Florida 32609 September 10, 2025 FM 5-572 Page 1 of 17 Florida Method of Test for Determining Stress Crack Resistance of HDPE Corrugated Pipes Designation: FM 5-572 1. SCOPE This test method subjects a dumbbell-shaped, notched or un-notched test-specimen to a constant ligament stress, % IGEPAL solution or water at an elevated temperature. The test consists of three procedures to assess, . This test method measures the failure time associated with a given test specimen at a constant
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm5-572.pdf?sfvrsn=7c1aea49_3Final Grouting Training Manual 7-30-02
time based on ASTM C939 standard and modified tests. The efflux test essentially measures, until this test has been passed. The ASTM C939 tests were conceived to ensure the proper consistency, testing. Figure 14, Wick induced bleed tests 21 3) Density Another viable measure to be used, ............................................................. 15 A. Leak Testing, .................................................................................................................................... 15 C. Fluidity, Temperature and Bleed Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/selfstudy/tutorial/final-grouting-training-manual-7-30-02.pdf?sfvrsn=73e9fe50_09940700FHWA
resistivity. The certified test report shall affirm the product meets all the requirements specified. If test results indicate significant inconsistencies in material properties, new qualification tests, shall be required to furnish to the Engineer one certified test report from the sheeting, . The certified test report shall include test results for retroreflectivity, color, adhesive backing, ,theContractorshallberequiredto furnish to the Engineer one certified test report from the sheeting manufacturer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9940700fhwa.pdf?sfvrsn=92e69c68_0CM-682-01 CCTV Camera
, then the voltage converter must be tested with the device, e.g., in the temperature chamber. A completed Testing, FORMTEXT Applicant may provide comments in this field. Physical Inspection TERL Test Cases (Steps, Indicate 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 Init
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-682-01-cctv-camera.docx?sfvrsn=26f9a45a_1CM-684-03 Managed Field Ethernet Switch
be tested with the device, e.g., in the temperature chamber. A completed Testing Laboratory and Report, Inspection TERL Test Cases (Steps): MFES002 (Step 1) FORMTEXT FORMTEXT Init.: FORMTEXT, in submittal. TERL Test Cases (Steps): MFES001 (Step 1), MFES004 FORMTEXT FORMTEXT Init, Document Review FORMTEXT Indicate location of requested information in submittal. TERL Test, location of requested information in submittal. TERL Test Cases (Steps): MFES001 (Step 3), MFES003
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-684-03-managed-field-ethernet-switch.docx?sfvrsn=ee3e413a_1