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46200000impl
operations until grout test results are available and approved by the Engineer. Mock-up testing per section, to be tested by “Theoretical Elongation Verification” may be installed for test; and, b. Transverse tendons, additional tests for Tendon Modulus of Elasticity and/or In Place Wobble and Friction Test. 462-7.3.2.5, device. When testing the 6.5 gallon device, ensure an accuracy of 3% (test device volume) and 6% (grout, basis. For fluidity tests done on a per batch basis, perform test after new batch has been
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/46200000impl.pdf?sfvrsn=990f5e91_24620000.ind
operations until grout test results are available and approved by the Engineer. Mock-up testing per, % of test device volume for the 0.5 gallon test device. When testing the 6.5 gallon device, ensure an accuracy of 3% (test device volume) and 6% (grout volume). 3. Do not use grout that tests outside, . For tendons 50 feet or less, perform a fluidity test on a per batch basis. For fluidity tests done, requirements are met. Discard grout used for testing fluidity. 3. Perform fluidity test for each tendon
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/4620000-ind.pdf?sfvrsn=bdeef916_21620000IMP
after completion of construction operations, sample and test the prepared soil layer at a testing, on the plans. 162-5 Acceptance Testing. TheEngineerreservestherighttowaiveorreduce testing, will require an additional sample. Test results will be averaged for each 10,000 square yards, and test additional samples to determine specification compliance. For failing samples, take and test, . Perform re-treatment at no additional cost to the Department. Perform additional testing of retreated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/1620000imp.pdf?sfvrsn=a00e4381_04554200.D01.FHWA
– Mixing, Pumping and Testing Cement Grout. This change was proposed by Tom Malerk of the State, . StateConstructionEngineer 4554200.D01 All Jobs STRUCTURES FOUNDATIONS – MIXING, PUMPING AND TESTING CEMENT GROUT (REV, by the Engineer, when tested with a flow cone in accordance with ASTM C 939 (3/4 inch diameter outlet, with a pressure gauge to accurately monitor the pressure of the grout flow. Test and calibrate the equipment, ) is deleted and the following substituted: 455-43 Testing Cement Grout
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/4554200.d01.fhwa.pdf?sfvrsn=a8201f15_04550000DB.comm
be increased by 0.1 if all piles in a given bent/pier are tested. 100% setcheck testing, testing conditions”. Is this a format issue when the numberings were assigned? Should items (e, ) results to the list, since this test is becoming used more and more frequently. Response: 2. 455-2.11: Replace “Statnamic” with Rapid Load Testing (RLT), since this is the more general (and generic) name that this type of testing is known by and it is the technical name that ASTM (D7383) uses
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/4550000db.comm.pdf?sfvrsn=111b7c24_09380402.impl
938 POST-TENSIONING GROUT – LABORATORY TEST. (REV 6-9-14) (FA 7-28-14) (1-15) SUBARTICLE 938-4.2 is deleted and the following substituted: 938-4.2 Laboratory Test: The grout shall meet, and modified ASTM and FM test methods conducted at normal laboratory temperature (65°F-78°F) and conditions. Conduct all grout tests with grout mixed to produce the minimum time of efflux. Establish the water content to produce the minimum and maximum time of efflux. Property Test Value Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/9380402.impl.pdf?sfvrsn=380619b4_04550503impl
testing. During dynamic load tests, replace the pile cushion when any of the pile stress measurements, performance during and without dynamic testing. Use a variable energy hammer to drive concrete, testing, replace the pile cushion when the cushion is either compressed more than one-half, pile area as determined by the Dynamic Load Testing (455-5.12.4). Soft material is any material, : 455-5.14 Dynamic Load Tests: The Engineer will take dynamic measurements during the driving of piles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/4550503impl.pdf?sfvrsn=931bc8e_24550503.ind
after satisfactory field trial during dynamic testing. During dynamic load tests, replace the pile, is subject to satisfactory field performance during and without dynamic testing. Use a variable, by 455-5.12.2. When driving a pile without dynamic testing, Rreplace the pile cushion, if during, by the Dynamic Load Testing (455-5.12.4). Soft material is any material offering less than, Dynamic Load Tests: The Engineer will take dynamic measurements during the driving of piles designated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/4550503-ind.pdf?sfvrsn=c83099eb_2section63-06112
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania Topic, that testing equipment is properly maintained in accordance with the applicable test methods, inspections, sampling, and testing to ensure of the quality and acceptability of the materials, of precast concrete products. The quality assurance inspection and testing will be performed, II Tests, Washington, D.C. (D) Florida Department of Transportation Standard Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/materials-manual/section63-06112.pdf?sfvrsn=c91500e7_1719 RedLine eBook
American Society for Testing and Materials AWG American Wire Gauge AWPA American Wood Preservers, , test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other codes as specified in the current edition, by the Contractor. Laboratory. The official testing laboratory used by the Department. R e d l i n e, to the tests provided for in these Specifications to determine the materials’ quality and fitness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/ebook/719-redline-ebook.pdf?sfvrsn=9d4d06a_2717eBook_SS_DLH
Engineers ASTM American Society for Testing and Materials AWG American Wire Gauge AWPA American Wood, or letter designation, or combination of numbers and letters, designates a specification, test, standards, specifications, test methods, or other codes as specified in the current edition at the time, performed by the Contractor. Laboratory. The official testing laboratory used by the Department. 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/ebook/717ebook_ss_dlh.pdf?sfvrsn=afccc3fd_0717eBook
Engineers ASTM American Society for Testing and Materials AWG American Wire Gauge AWPA American Wood, or letter designation, or combination of numbers and letters, designates a specification, test method, , specifications, test methods, or other codes as specified in the current edition at the time, by the Contractor. Laboratory. The official testing laboratory used by the Department. 5 Major
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/ebook/717ebook.pdf?sfvrsn=e0b7d16b_0BMRM Appendix B
Structures .......................................... B-45 B.4.13 Half Cell Testing: Corrosion Potential, ................................................................................................. B-51 B.4.16 Chloride Testing, & Alkalinity ............................................ B-55 B.4.18 Ultrasonic Testing (UT, Testing ............................................................................................. B-59 B.4.20 Magnetic Particle Testing of Welds: Evaluation of Steel Structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/maintenance/str/bi/reference-manual/bmrm-appendix-b.pdf?sfvrsn=da2f7150_0Appendix B
Structures .......................................... B-45 B.4.13 Half Cell Testing: Corrosion Potential, ................................................................................................. B-51 B.4.16 Chloride Testing, & Alkalinity ............................................ B-55 B.4.18 Ultrasonic Testing (UT, Testing ............................................................................................. B-59 B.4.20 Magnetic Particle Testing of Welds: Evaluation of Steel Structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/reference-manual/appendix-b.pdf?sfvrsn=dd087bde_07090400.comm
… “Conduct field testing in accordance with FM 5-541, taking test readings representative of the Contractor’s striping performance.” OR maybe … “Conduct field testing in accordance with FM 5-541, taking test readings representative of the actual striping installation.” Response: Change Made, the phrase “The test reading should be representative of the Contractor’s striping performance.” I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/7090400.comm.pdf?sfvrsn=988ac86f_02021_Raised Pavement Marker (RPM) Assessment Using Highway Speed Mobile Retroreflectivity Technology
conducted retroreflectivity tests using the same MRU on the same pavement marking test section should, properly conducted retroreflectivity tests using different MRUs on the same pavement marking test section, Testing, RPM, MRU, Mobile, Retroreflectivity, Laserlux, Retroreflectometer, Pavement Markings, Gamma, , subsequent testing used measurements produced by the Zehntner handheld (R I ) as a “ground-truth, RETROREFLECTIVITY GAP ANALYSIS ..................................................... 19 CHAPTER 3 - TEST
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2021_raised-pavement-marker-(rpm)-assessment-using-highway-speed-mobile-retroreflectivity-technology.pdf?sfvrsn=d5804b1a_14600101FHWA
. 2.If the tested fasteners do not obtain the job inspection snug-tight torque, test all remaining, and Miscellaneous Metal Items .................Section 962 Material Testing and Certifications, testing and certification processes and component/part identification as part of the fabricator’s, of fastener assembly during Rotational Capacity (RC) testing and installation. Assemblies that exhibit, and testing of such bolts. Do not install Grade A490 bolts without prior approval of the procedures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/4600101fhwa.pdf?sfvrsn=8fb735ca_19850000FHWA
to remove requirements for D-1e and D-2e, update properties obtained from pullout and direct shear tests, Solutions: Test Results Product meets requirements of this Section Product Label Photo Displays, . 985-2.4 Physical Requirements: Each geosynthetic material shall be tested by an independent third party in accordance with the methods shown. All testing and reported values, except Apparent, Retaining Wall 985-3.2 Physical Requirements: Materials for drainage applications must be tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9850000fhwa.pdf?sfvrsn=c9e16d6e_1SP9370400
ADHESIVE BONDING MATERIAL SYSTEMS FOR STRUCTURAL APPLICATIONS. (REV 8-14-07) (1-08) ARTICLE 937-4 (Pages 830 and 831) is deleted and the following substituted: 937-4 Minimum Performance Requirements. 937-4.1Minimum Performance Requirements (FM 5-568): When tested in accordance with FM 5-568, )Afterremovalofthe42dayload, the uniform bond Stress from a subsequent Confined Tension Test shall, of the requirements of 937-4.1, the adhesive bonding material system, for general use, may be tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/sp9370400.pdf?sfvrsn=2f724f78_04550510.resp
instruments for dynamic load testing on test piles, with no separate payment for the option chosen, for either EDC or instruments for dynamic load testing. If the contractor is given the choice, we probably, SP4550512 only requires EDCs in test piles. Revised SP4550510A (projects with test piles) and revised SP4550510B (projects without test piles) require the use of EDCs in production and/or test piles, of a production pile after the day of initial driving, 1/2 the payment for a Dynamic Load Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/4550510.resp.pdf?sfvrsn=6fd6617a_0