9037 search results for test
0090801.impl
has furnished all required mill tests and analysis reports to the Engineer. (g
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/0090801.impl.pdf?sfvrsn=8ab5d23e_0SP0090801ES
tests and analysis reports to the Engineer. (g)TheContractorhasfurnishedtheConstructionCompliance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp0090801es.pdf?sfvrsn=ebb0b103_06800000-723origind
, voltage, humidity, vibration, and shock tests described in NEMA TS2, 2.2.7, 2.2.8, and 2.2.9. 680-3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/6800000-723origind.pdf?sfvrsn=795546f6_1OwnerCMAgreement
, tested, started-up or operated during start-up and testing and whether the same are on or off, , removal of temporary bracing, pressure and leak testing, safety valve testing and adjustment, checking electrical connections, performing continuity tests, and any other activities which, , inspection and operation), and testing operation with respect to the Facility to be performed, Meeting Minutes Cost-Estimates Bulletin Quotations Lab Test Reports Insurance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/ownercmagreement.docx?sfvrsn=8b7f75ff_0DRAFTWorkbook_7-13_3-28-13
to 455-1 through 455-12. SP4550100DTwT P Projects with 100% Dynamic Testing of Pile Foundations WITH Test Piles. . STRUCTURES FOUNDATIONS. (REV 6-26-12) (1-13) Changes to 455-1 through 455-12. SP4550100DTwoT P Projects with 100% Dynamic Testing of Pile Foundations WITHOUT Test Piles, requested by districts PORTLAND CEMENT CONCRETE – ACCEPTANCE SAMPLING AND TESTING. (REV 6-25-10, . SP7450000 745-70 I t e ms New SP. To include minimum test reading requirements for resistance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/draftworkbook_7-13_3-28-13.pdf?sfvrsn=8c3c3a6f_04710000.origind
ration of 20:1. 2. Three-point bending tests are acceptable. 3. Test a minimum of 10 samples. (c, Thermoplastic Structural Shapes (RTSS) and Thermoplastic Structural Shapes (TSS), respectively; test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/4710000.origind.pdf?sfvrsn=deccd90c_0Statewide NMTMP Meeting 2025 DAY 3
documentation is stored in PAT H/APL system) Field Testing and/or Sampling: Tested per specification, for FDOT project lettings on or before December 31, 2025. Comment: Tested with F/W version 4.00.426, have one) •Gather your documents, photos, test reports, etc. as required by spec Submitting, •Label and/or Packaging-as it arrives in the field Documents in .pdf format •Test Reports •Product, • APL + Visual • APL + Lot Certification • APL + Field Testing Document APL# for products in MAC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/statistics/trafficdata/statewide-nmtmp-meeting-day-3.pdf?sfvrsn=170fc543_33300000.resp
will diminish bond between layers? Is there a criteria, touch test or max depth of debris, etc? 330-3.2.4, surface visually and what tests to be low density. The purpose of the density measurement on the cores
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/3300000.resp.pdf?sfvrsn=e3f5670_03460402-723origind
differential. Submit all analyses and test results requested by the Engineer for any noncompliant mass, , tests, or other impacts on production caused by not monitoring the recorded temperaturesthe use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/3460402-723origind.pdf?sfvrsn=c5317e9b_12026FDM263GeosynDsn
which test values will be available for selecting the products for each application from the APL, = Serviceability state reinforcement tensile load based on minimum 10,000-hour creep tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm263geosyndsn.pdf?sfvrsn=bb0cf611_22026FDM263GeosynDsn
which test values will be available for selecting the products for each application from the APL, = Serviceability state reinforcement tensile load based on minimum 10,000-hour creep tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm263geosyndsn.pdf?sfvrsn=2839867c_19750000fhwa
. The cured coating system shall meet the following requirements: Property Test Value Test Method Hardness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jul03/files/9750000fhwa.pdf?sfvrsn=f4a48dc1_09480107.fhwa
. Ensurethatthepipejointshavebeentestedattheplanthydrostatically at the specified pressure using test methods in ASTM D, . Ensurethatthepipejointshavebeentestedattheplanthydrostatically at the specified pressure using test methods in ASTM D 3212
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9480107.fhwa0bb1701353574046bf491dac0d2a9cd3.pdf?sfvrsn=417c413_09480107.FHWA
. Ensurethatthepipejointshavebeentestedattheplanthydrostatically at the specified pressure using test methods in ASTM D, . Ensurethatthepipejointshavebeentestedattheplanthydrostatically at the specified pressure using test methods in ASTM D 3212
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9480107.fhwa.pdf?sfvrsn=d1b5926c_04000507.resp
period of two days, test for soundness and bonding of the metal forms by sounding with a hammer, the deck concrete has been in place for a minimum period of two days, test for soundness and bonding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/4000507.resp.pdf?sfvrsn=1d6dbc11_07110201.impl
to test the markings within three days of receipt of the Contractor’s certification. The test readings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/7110201.impl.pdf?sfvrsn=6d666051_04610200imp
to the bearing. Test the coating bond strength on the coupon in accordance with ASTM D4541. The bond, is deficient, test the coating on the bearing. If the required bond strength is achieved, repair
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/4610200imp.pdf?sfvrsn=28961bd5_0D9850000
test reports shall be attested to by a person having legal authority to bind the manufacturing, identification. The manufacturer shall maintain test records as required by this Specification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d9850000759c91780dfd4ee09a731dc8c1c57462.pdf?sfvrsn=4bae0603_0D9700000.do
, as modified herein. Test method FM 5-566 will be used to evaluate marker performance. 970-1.3.1 Class, be determined in accordance with the test methods listed in ASTM D 4280. 970-3 Product Acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d9700000.doc1c1f207416149e280d75fafd3a19071.pdf?sfvrsn=2f1c9acc_0D9700000.do
, as modified herein. Test method FM 5-566 will be used to evaluate marker performance. 970-1.3.1 Class, be determined in accordance with the test methods listed in ASTM D 4280. 970-3 Product Acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d9700000.do.pdf?sfvrsn=39cfcf8e_0