9037 search results for test

4500014IMP

the cost of any and all engineering evaluation and/or testing services required, will be deducted, limited to re-inspection, testing, reduced durability, or increased maintenance cost. The Engineer

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/4500014imp.pdf?sfvrsn=f9ed4e6b_0

334LAP.fhwa

by Susan Blazo in the State Materials Office to clarify contractor process control testing and Agency performed acceptance testing. Please review and transmit your comments, if any, within two weeks

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/334lap.fhwa.pdf?sfvrsn=45339341_0

0060401-122impl

. Supporting information, testing or inspection reports with nonconformities, pictures, drawings, the engineering analysis. 5. Proposed testing laboratories, qualified in accordance with Section

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/0060401-122impl.pdf?sfvrsn=88ef93da_2

4610901-122FHWA

, but not limited to, the following specific incidental itemswork: 1. testing, 2. tools and equipment, incidental items: 1. testing, 2. tools and equipment required for installation, 3. any work to replace

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/4610901-122fhwa.pdf?sfvrsn=c3ffc3e2_2

3300701-122FHWA

General Requirements: When density testing for acceptance is required, select equipment, sequence, substituted: 330-7 Compacting Mixture. 330-7.1 General Requirements: When density testing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/3300701-122fhwa.pdf?sfvrsn=6ce09b0e_2

SP4550000DB.resp

” after the numbering update. Likewise, the “100% Dynamic Testing” header has a reference to Note “4, the onset of hydration, add the retardation time to the testing times indicated.” Class IV (Drilled

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/sp4550000db.resp.pdf?sfvrsn=140e476d_0

1050404-MM6.3VII.comm

6.3.7.4.6 Batch Water should have the word "well" removed. "The record of the well water testing will be maintained on file" becomes "The record of water testing will be maintained on file

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/1050404-mm6.3vii.comm.pdf?sfvrsn=7bea6b0a_0

9330000.resp

 9330000 PRESTRESSING STRAND AND BAR INTERNAL/INDUSTRY REVIEW COMMENTS ****************************************************************************** Rich Hewitt richard.hewitt@dot.state.fl.us Comments: (12-1-16, Internal) 1. Response: Change made. 2. Language modified to ensure the testing is at the contractor’s expense and the language isn’t misconstrued to mean only the Department, : Testing shall be conducted, at the Contractor’s expense, by a Department approved ISO-17025

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/9330000.resp.pdf?sfvrsn=7329217d_0

SS7130200

, Testing and Reporting Guide schedule. SUBARTICLE 713-4.1 (Pages 805 and 806) is deleted, shall be installed immediately following the paving operation. Conduct field testing in accordance

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss7130200.pdf?sfvrsn=c9536df6_0

SS7130200

with the Department’s Sampling, Testing and Reporting Guide schedule. SUBARTICLE 713-4.1 (Pages 805 and 806, operation. Conduct field testing in accordance with FM 5-541. Remove and replace pavement stripes

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss7130200.pdf?sfvrsn=5c1737a7_0

2000200.resp

 2000200 ROCK BASE COMMENTS FROM INTERNAL/INDUSTRY REVIEW Bob Burleson bburleson@ftba.com Comments: (9-18-13, Internal) Everyone is appreciative of the help here but also question why so much testing? Response: A reduced testing frequency for exceptional quality material has been added. ****************************************************************************** Marshall Dougherty 863-370-4079 Marshall@rxengsol.com Comments: (9-30-13) The additional verbiage proposed for Article

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/2000200.resp.pdf?sfvrsn=6f789c3b_0

6300205-724IMPL

for 2,000 hours in accordance with ASTM G154. Ensure that the control sample of any material tested, and materials and all testing as specified in this Section and the Contract Documents, and all labor, casings

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/6300205-724impl.pdf?sfvrsn=7b857773_1

9900500.origind

will be randomly tested as follows: Position the marker base down, between the flat, parallel 0.5 inch steel plates of a compression testing machine. Place on top of the marker, a flat piece of 60

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/9900500.origind.pdf?sfvrsn=5d48043b_0

Defective_Post_Tensioning_Grout_Assessment_Guidelines_10-22-13

exposure periods in test assemblies that employed a standard commercial gypsum (hydrated calcium sulfate, − concentrations are below the 0.08 wt percent limit. 33 CHAPTER 5. MINIMUM NUMBER OF TEST SAMPLES, , the inspection is performed in two levels. Recognizing that invasive testing may create paths, of preliminary screening tests, while level 2 provides a more comprehensive and higher confidence result, in figure 35. Grout Sampling Inspection Option 1 Testing for Chloride Concentration Only Level 1

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/maintenance/str/in/defective_post_tensioning_grout_assessment_guidelines_10-22-13.pdf?sfvrsn=32dee1d6_0

4001502.fhwa

to application of the finish coating onto precast or cast-in-place concrete surfaces, test the concrete, as that previously subjected to the tests specified in Section 975. In addition, submit, onto precast or cast-in-place concrete surfaces, test the concrete surface at 30 foot intervals, that the commercial product furnished conforms to the same formula as that previously subjected to the tests

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/4001502.fhwa09c007a2be0f4bba86c673a69fd8d385.pdf?sfvrsn=fb89dc24_0

4001502.FHWA

to application of the finish coating onto precast or cast-in-place concrete surfaces, test the concrete, as that previously subjected to the tests specified in Section 975. In addition, submit, onto precast or cast-in-place concrete surfaces, test the concrete surface at 30 foot intervals, that the commercial product furnished conforms to the same formula as that previously subjected to the tests

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/4001502.fhwa.pdf?sfvrsn=73ae72d9_0

0090800.FHWA

and receipt of all test reports, invoices, etc., and (2) submission of the final estimate, has furnished all required mill tests and analysis reports to the Engineer. (g) The Contractor has, of the project and receipt of all test reports, invoices, etc., and (2) submission of the final estimate, has furnished all required mill tests and analysis reports to the Engineer. (g

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/0090800.fhwa.pdf?sfvrsn=2b7f9786_0

9550000FHWA

): The test methods for ACQ-D shall meet the requirements of AWPA Standards A2 and A17. 955-4.2, of the treating solution shall be between 1.6 and 3.2. The tests for CCA shall meet the requirements, State Materials Office will acquire random test samples of the preservatives. When Douglas Fir, copper arsenate. Ammoniacal copper arsenate shall meet the requirements of the AWPA Standards. Tests

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9550000fhwa.pdf?sfvrsn=edf59ddc_0

3460402-723FHWA

or temperature differential. Submit all analyses and test results requested by the Engineer, due to additional analyses, tests, or other impacts on production caused by not monitoring, the allowable core temperature or temperature differential. Submit all analyses and test results, analyses, tests, or other impacts on production caused by not monitoring the recorded temperatures

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/3460402-723fhwa5550ea3cf3f34a709fb5a230ca95c471.pdf?sfvrsn=4a3a03d_2
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