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4550300.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_0D1200000.do
section. Construct a test section of the length of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests and a Department Verification test must meet, , failing QC test or when the QC tests cannot be verified, construct a new test section. The Contractor may, in accordance with the specified test method listed in 120-10.2. 120-10.1.4.2 Density Testing, the IV test results in the same manner as Verification test results. 120-10.1.6 Reduced Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/julworkbook2003/files/d1200000.do.pdf?sfvrsn=6f79de_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_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_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_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_09320103COMM
Structures Subarticle 932-1.3 1. Subarticle 932-1.4 Second paragraph: Change "his quality control test" to "quality control tests" to "his/her quality control test". 2. Subarticle 932-1.6- The paragraph, of the referenced ASTM Test Methods). The maximum temperature limit listed in Table 932-1.3.2 Physical, specific test methods, but it did not indicate that the labs performing these test had to meet any, to require the producers to perform tests for acceptance then their lab should have some level
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/9320103comm.pdf?sfvrsn=623a2790_09320103COMM
Structures Subarticle 932-1.3 1. Subarticle 932-1.4 Second paragraph: Change "his quality control test" to "quality control tests" to "his/her quality control test". 2. Subarticle 932-1.6- The paragraph, of the referenced ASTM Test Methods). The maximum temperature limit listed in Table 932-1.3.2 Physical, specific test methods, but it did not indicate that the labs performing these test had to meet any, to require the producers to perform tests for acceptance then their lab should have some level
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/9320103comm.pdf?sfvrsn=68c8615c_0Section3.4-100915
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_1section3.4-51815
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_13460000.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
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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_21200000.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_07020402.comm
7020402 WET WEATHER PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Tim Ruelke 352-955-6620 timothy.ruelke@dot.state.fl.us Comments: (6-9-13) Do you want to consider adding “resolution” language in case the Engineer’s verification tests fail? Response: ****************************************************************************** Paul Gentry 414-4118, as there is no product available on the QPL. Due to several test deck failures, this product is not capable of meeting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan14/files/7020402.comm.pdf?sfvrsn=4b06a768_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_0PAJGSReview
will show only fields related to testing requirements. Some example tester fields are: i. Normally tested by – who usually tests the sample ii. If a qualified tester is required and what qualification, for a Financial Project Id (FPN). The Sampling Testing and Reporting Guide, or STRG, is a summary of all, requirements are designated, sample frequency, tests and acceptance limits, qualification requirements for sampling and testing personnel and labs, and comparison criteria. A MAC Material can have many MAC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/strgforpa/pajgsreview.pdf?sfvrsn=9949acc4_109940201IndustryCommentResponse-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_13520500-723FHWA
and the following substituted: 352-5 Acceptance Testing for Surface Tolerance. Test the pavement surface, and the following substituted: 352-5 Acceptance Testing for Surface Tolerance. Test the pavement surface, conformity approved by the Engineer. 1. Testing with a 10 foot straightedge: Use this straightedge, inch with the straightedge laid in a direction perpendicular to the centerline. 2. Testing, exceeding 1/8 inch in a 10 foot effective length of the straightedge. When tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/3520500-723fhwa.pdf?sfvrsn=3f7101ad_1