8978 search results for test
4130000.FHWA-REVISED
level; 0.00 pounds/yd 3 (criteria 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, skidfriction test to determine the actual sand application rate prior to the beginning of production, are not achieved. Friction tests will be conducted by the State Materials Office, . Testcuringonthetreatedareausingacottonstrandorcottonball. Considerthematerial fully cured and ready for traffic when
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/4130000.fhwa-revised.pdf?sfvrsn=1c6741c5_09230300-722origind
be tested before use and shall not exceed the limits in Table 923-1: Table 923-1 Chemical Test Test, is deleted and the following substituted: 923-3 Chemical Requirements. 923-3.1 Testing: All chemical analysis shall be performed in accordance with the test methods listed in Tables 923-1, may be used as an alternative method for sulfates. The test method used shall be included, and Well Water : Open bodies of water and well water shall be tested before use and shall not exceed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/9230300-722origind.pdf?sfvrsn=fd176264_29230000.comm
: (5-7-10) In the last paragraph, i.e., "Ensure the water test results from the testing lab are submitted, for structural concrete. The requirement to “Ensure the water test results from the testing lab, be allowed 14 days for completion of tests”. Even this did not allow much leeway as the mortar test, test results within 14 days of the sampling? How can this be enforced if DOT does not know when, . 923-2.2 Initial Sampling and Testing Frequency: Approval: Open bodies of water and well water shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9230000.comm.pdf?sfvrsn=b62ba7c5_01620000Respon
6-9 that can provide what is being requested above. At this time our test procedures are written for corrosion test only. This type of testing would have to come from a laboratory that runs the agriculture test and could provide this type of test results. Response: Revised to “laboratory, have notice under 162-5.1 that the testing for organic matter content, pH and primary macronutrients (N, P, K) and secondary macronutrients (S, Ca, Mg). Acquire the from the soil testing laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/1620000respon.pdf?sfvrsn=f339f10_04550300.FHWA
items for static load tests, the Engineer will consider all required static load testing Unforeseeable, Dynamic Load Tests: Dynamic load testing consists of estimating pile capacity by the analysis, with 455-5.14. 455-5.12.5 Static Load Tests: Static load testing consists of applying a static load, % dynamic testing or test piles, the Engineer will dynamically test the first pile(s) in each bent, load tests for comparison purposes, the Contractor will be paid for an additional dynamic load test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/4550300.fhwa.pdf?sfvrsn=47362d2e_04550510.comm
of using either EDCs or externally connected instruments for dynamic load testing on test piles, with no separate payment for the option chosen. New SP4550512 requires EDCs in test piles only, for either EDC or instruments for dynamic load testing. If the contractor is given the choice, we probably, SP4550510A (with test piles) and revised SP4550510B (without test piles) require the use of EDCs in production and/or test piles and will be used only when authorized by the State Geotechnical Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/4550510.comm.pdf?sfvrsn=de9484b3_04550510DB.impl
testing or blow count criteria. (c)TheResistanceFactorforcomputing NBR is taken from the following, Criteria 3 100% Dynamic Testing 4 Compression Davisson Capacity EDC using UF method, or PDA and CAPWAP 1 0.55 0.60 Static Load Testing 2 0.65 0.70 Statnamic Load Testing 2 0.60 0.65, Testing 2 0.55 0.55 1 Dynamic Load Testing and Signal Matching Analysis 2 Used to confirm the results of Dynamic Load Testing and Signal Matching Analysis 3 Initial drive of production piles using Blow
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/4550510db.impl.pdf?sfvrsn=4ed28013_0section3.4-51815
Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, 6-inch diameter roadway cores from the field test section for testing at the SMO for bond strength, and implementation of the Quality Control (QC) Program for the manufacture, testing, storage, Specifications, and Part II Tests, Washington, D.C Approved Products List (APL), Florida Department of Transportation Florida Sampling and Testing Methods (FSTM), Florida Department of Transportation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/materials-manual/section3-4-51815.pdf?sfvrsn=1f2461d9_1Section3.4-100915
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, testing requirements. If the material is an existing grade, it will be tested according, section for testing at the SMO for bond strength in accordance with Florida Sampling and Test Method, for the development and implementation of the Quality Control (QC) Program for the manufacture, testing, storage, ), Part I Specifications, and Part II Tests, Washington, D.C Approved Products List (APL), Florida
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/materials-manual/section3-4-100915.pdf?sfvrsn=24109b63_14620802.FHWA
to require all ducts (except for long ducts in segmental box girders ) to be pressure tested prior, 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, except those used for internal longitudinal tendons in box-girder segments. 2. In the formwork, pressure test each different type, a total of two per project, will be randomly chosen by the Engineer for testing. 43. When required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/4620802.fhwa.pdf?sfvrsn=e4f6c2b3_03460000.RESP
and verification “hold” cylinders are tested within seven days of the 28-day strength tests, tested at a w/c ratio of 0.35. It is well known within the concrete testing community that concrete, . If conditions require that every load be tested, at what point the testing frequency goes back, No. 08-06 regarding reduced frequency for acceptance testing? Response: Yes, - The nondestructive tests are used to estimate the strength of concrete. It should be verified by Destructive
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/3460000.resp.pdf?sfvrsn=f1b6b61d_05480206.comm
the verification testing. If the test verifies the material has a friction angle greater than or equal, constitutes a LOT for this test. In the testing frequency table we conduct one test per soil type, at the point of placement to perform a direct shear verification test in accordance with FM 1-T 236. The State Materials Office or a Cconsultant qualified to perform Geotechnical Specialty Lab Testing (Type, . If the verification test does not meet the required friction angle, reconstruct the LOTs with acceptable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/5480206.comm.pdf?sfvrsn=7835d3ac_01200000.comm
of statements: “Perform QC testing at a frequency of one test every 500 lineal feet per lift. Perform verification testing at a frequency of one for every four sections tested and passed by QC (Per, to consecutive feet and increasing the distance/total number of tests - how does one handle a project, . There appears to to be a push toward larger Lots and longer consecutive distances before reduced testing, the engineer’s approval before placing the next lift? If you are trying to explain where to perform a test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/1200000.comm.pdf?sfvrsn=36e52ec1_0PitProctorFAQs
the Contractor is now allowed the option each quarter. Q2. How many Proctor tests must the mine run in order, . Q3. If a mine does not have a Pit Proctor available in the quarter, can it submit tests in the current quarter to be added to the website for that quarter? A3. No. The test results submitted, not compacted 16 LOTs and is testing in accordance with the frequencies of subsection 200-7.2.2, for unverified LOTs associated with the IV test? A5. Yes. For those 16 LOTs, either partially
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2014/pitproctorfaqs.pdf?sfvrsn=4c8f1a58_0DCE17-14
the Contractor is now allowed the option each quarter. Q2. How many Proctor tests must the mine run, quarter. Q3. If a mine does not have a Pit Proctor available in the quarter, can it submit tests in the current quarter to be added to the website for that quarter? A3. No. The test results submitted, has not compacted 16 LOTs and is testing in accordance with the frequencies of subsection 200-7.2.2, a Proctor for unverified LOTs associated with the IV test? A5. Yes. For those 16 LOTs, either
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2014/dce17-14.pdf?sfvrsn=f1120cc1_06110402-724FHWA
currently published stand-alone test forms. Please review and transmit your comments, if any, within, Device Installation: Test all stand-alone functions of the ITS devices as detailed in the Contract, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/6110402-724fhwa.pdf?sfvrsn=ef2cd00e_16110402-723FHWA
information on recently published standalone test forms for dynamic message signs and remote power, Installation: Test all stand-alone functions of the ITS devices as detailed in the Contract Documents, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/6110402-723fhwa.pdf?sfvrsn=7fc6fbc0_14551508-724CommResp
Specialty Engineer to satisfactorily perform the testing. When a shaft contains four tubes, test, for each tube pair tested with any defect zones identified on the logs and discussed in the test, determines a drilled shaft is unacceptable based on the CSL test and other testing, core the shaft, 108-2. Shafts not meeting this requirement would not qualify for waving the continuous fluid testing, approved instructions if the following conditions are met: 1.Contractor tests and verifies the polymer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/comments-responses/4551508-724commresp.pdf?sfvrsn=fee74b29_29940201IndustryCommentResponse-am
printer based on the performance of the system when tested per FDOT Spec 994. By performing test, testing. INDUSTRY COMMENTS AND RESPONSES (Please note all comments and responses are verbatim, and durability. Since it is the printed Traffic Color output, which is tested in the qualification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/industry/comments-responses/9940201industrycommentresponse-am.pdf?sfvrsn=2356a962_1IA Project Review
in any new failing density test results? ▪ Can the tests be performed again? • Failing Test Results o, Not Performed. C. Qualification 1. Tester [TIN] on Sample [Sample Id/Test Method] is not Qualified Make, Example of a failing test notification on a sample with an ERS test ▪ Populated under the ERS Findings tab o Example of a failing test notification on a sample that is not an ERS sample or with an ERS test ▪ Populated under the Findings tab • A manual finding is created on an ERS sample
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/ers/ia-project-review.pdf?sfvrsn=17798420_2