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5560432COMM
5560432 556-1 2556-1 *********************************************************************************************** Paul Harkins File: 5560432 - Jack and Bore-Testing Methods Username: Paul Harkins UserEmail: paul.harkins@hardiepipe.com UserTel: 813-478-6240 UserFAX: 866-329-3727 Date, that testing is required in the field. Is it clear that testing is performed on the casing material, testing be waived by the Engineer?
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/5560432comm.pdf?sfvrsn=22b3cea1_0SS9750900
from visual impact of the structure. ion b 975- sts: Mee ing requiremen rformance and Tests ts: Additional Test Method Limits Cyclic Weather Testing AASHTO R-31 No blistering, cracking, minimum rating) Additional Laboratory Performance and Tests Test Method Limits Fluid Resistance ASTM, removability Per Manufacturer’s specifications: 6 months exposure at FDOT test site Complete removal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss9750900.pdf?sfvrsn=d121d126_09750000-723origind
flat test panels for random laboratory verification testing. 9750000 All Jobs 975-2.2.2 Outdoor Exposure Testing: Prepare and coat eight test panels (four flat and four composite) for exposure at the Department’s outdoor test site. Panels will be tested in accordance with ASTM G7. Table 975-1 Structural Steel Coating System Performance Requirements Laboratory Testing Property Test Method, Performance Requirements Laboratory Testing Property Test Method Acceptance Criteria Resistance to Wind
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/9750000-723origind.pdf?sfvrsn=fff1826e_19750702.FHWA
test panels prepared in accordance with AASHTO R31. Outdoor exposure testing will be performed, - Sacrificial Property Test M e t h o d Requirement Cyclic Weather Testing AASHTO R31,: no salt fog, or disbondment Outdoor Exposure Testing - Sacrificial Property Test M e t h o d Requirement Sacrificial, : 975-7.2 Performance Requirements: For laboratory testing, use flat test panels prepared in accordance, the following requirements: Laboratory Testing - Non-Sacrificial Property Test M e t h o d Requirement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9750702.fhwa.pdf?sfvrsn=c7208eb_09160201-122resp
.…). Additionally, the statement of the Engineer requiring core samples for Bond Strength testing is open, goes to page 5 under 916-3.2 and talks about running an FM-5-599 test of a core for the bond strength. The spec needs to address what happens if that test fails as to what part of the work is deemed, input is greatly appreciated. Regarding bond strength testing, we agree that additional language, sample was obtained. The roadway cores shall be tested for bond strength in accordance with FM 5-599
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9160201-122resp.pdf?sfvrsn=2e60df80_2D3300012.do
LOTs actually tested in accordance with this Article will be eligible for unit price adjustments. Excluded from testing are acceleration and deceleration lanes, storage lanes for turns, cross-overs, and 500 feet [150 m] after the sections to be tested are excluded from unit price adjustment under, will be tested by a single pass of the Laser Profiler furnished and operated by the Department, . The Department will perform the smoothness testing within 45 days after acceptance of the project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3300012.do.pdf?sfvrsn=711833f7_04620802.origind
ducts (except for long ducts in segmental box girders ) to be pressure tested prior to concrete, and the following substituted: 462-8.2 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, . In the formwork, pressure test each different type and size of duct assemblies with all assemblies used, by the Engineer for testing. 43. When required by the Engineer, tTest assemblies in their final position just
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/4620802.origind.pdf?sfvrsn=eeaa5039_0section121-051719
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, ), Part I Specifications, and Part II Tests, Washington, D.C. Field Sampling and Testing Manual, Florida, assurance program. 12.1.10.2 Quality Control Tests The QCP shall include the test methods, inspections, of the producer. Index tests derived from existing test methods may be developed and implemented, to perform the required inspections and testing of composites during and after manufacturing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/materials-manual/section121-051719.pdf?sfvrsn=3c62d781_1Section121VII-120
-to-batch basis and tested to verify the accuracy of suppliers' laboratory reports. Sample testing may, in the producer’s QCP. Testing frequency shall be based on historical test results and may, Quality Control Tests The QCP shall include the test methods, inspections, and minimum frequencies, Standard Specifications for Road and Bridge Construction American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania American Association
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/materials-manual/section121vii-120.pdf?sfvrsn=3830df6_2section121-051719
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, ), Part I Specifications, and Part II Tests, Washington, D.C. Field Sampling and Testing Manual, Florida, assurance program. 12.1.10.2 Quality Control Tests The QCP shall include the test methods, inspections, of the producer. Index tests derived from existing test methods may be developed and implemented, to perform the required inspections and testing of composites during and after manufacturing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/materials-manual/section121-051719.pdf?sfvrsn=5619079f_19160201.impl
: Specification compliance testing results shall be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing results shall be reported for original binder DSR (G, . The intermediate test temperature at 10 rad/sec. for the Dynamic Shear Rheometer (DSR) test (AASHTO T 315-12, is added for which the high test temperature at 10 rad/sec for the DSR test (AASHTO T 315-12) shall, processed through a vacuum tower and have an initial boiling point of 385°C (725°F) or lower when tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/9160201.impl.pdf?sfvrsn=711277e_0D9300000.do
be furnished as components of the packaged materials. 930-2 Sampling and Testing Methods. Perform concrete sampling and testing in accordance with the following : Reducing Field Samples of Aggregates to Testing Size....................................FM 1-T 248 Determining Low-Levels of Chloride Concrete, ................................................................ASTM C 39 [ASTM C 39M] Test Method, of time indicated in the directions for use. d.Whenmaking the slump test, schedule work so the test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9300000.do.pdf?sfvrsn=8da026fb_0SP4550000DB
casings before the drilled shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test, test pile/shaft site during the installation of the instrumentation, during the load testing, Piles/Shafts: After completing testing, cut off the tested piles/shafts, which, piling/shafts, except when driving specified test piling in end bents or when the Plans show
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/design-build/sp4550000db.pdf?sfvrsn=5cffa162_13300904.origind
, areas unsuitable for laser profiler testing are to be tested and accepted using the straightedge, in the Specifications. If the project’s method of acceptance is by laser profiler, areas not tested by the laser profiler will be tested and accepted by straightedging. Test all pavement lanes and ramps, for testing with the Laser Profiler, straightedge the friction course layer in accordance, completion of all paving operations. Notify the Engineer of the location and time of straightedge testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/3300904.origind.pdf?sfvrsn=6d9575f2_0SP4550000DB-7-17
a professional testing laboratory, or Specialty Engineer with prior load test experience on at least three, test pile/shaft site during the installation of the instrumentation, during the load testing, with transportation to assist as required during load test setup and conducting of the load tests. Provide, of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested, -bent piling/shafts, except when driving specified test piling in end bents or when the Plans show
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/design-build/sp4550000db-7-17.pdf?sfvrsn=692b4c30_13501303-724IMPL
. Test cylinders, made in accordance with ASTM C31 and tested in accordance with ASTM C39, indicate a compressive strength of at least 2,000 psi (cure these test cylinders in a manner identical, test cylinders for strength and maturity curve correlation testing. The compressive strength cylinders and maturity curve correlation testing will be performed at the first day of production
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/3501303-724impl.pdf?sfvrsn=ff7b7f34_1SP4550000DB
Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty, the required test load to the pile/shaft unless shown otherwise in the Plans. Before load testing begins, as required during load test setup and conducting of the load tests. Provide qualified personnel, of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts, which, -bent piling/shafts, except when: 1. driving specified test piling in end bents or, 2. the Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/design-build/sp4550000db.pdf?sfvrsn=64786dd0_1SectionMM62V2
Standard Specifications for Road and Bridge Construction American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Approved Product List (APL, ). These requirements and activities pertain to the inspections, measurements, and necessary tests, specified inspections and tests and maintain an acceptable QC program in compliance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/sectionmm62v2.pdf?sfvrsn=a5385127_24570000.resp
is this tested after the pour and shouldn't the design mix be tested prior to use to check for chlorides? Response: 457-2.3.4:: Good observation. The design mix is indeed tested prior to approval, pumping method. Language is added to indicate that chlorides will be tested at random at the discretion, pull a sample for testing at any time when question about chlorides arise. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/4570000.resp.pdf?sfvrsn=dbaf0ed_01600302.origind
for failing QC test results. The Engineer will sample for Verification and Resolution testing at the minimum frequency listed in the table below. The Engineer will perform Verification tests at the minimum frequency listed in the table below. Test Name Quality Control Verification Resolution, uniformly over the area to be stabilized. 160-3.2.1Samplingand Testing of Local Material: Randomly select locations for sampling using a random number generator approved by the Engineer and test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/1600302.origind.pdf?sfvrsn=bdb241aa_0