9274 search results for test
E6E88-4106799-SR9I95-LandscapeDrainageImprovements
. BOARDS FINDINGS Testimony by the Departments Landscape Architect during the hearing stated that SLL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d6/10-14/e6e88-4106799-sr9i95-landscapedrainageimprovements.pdf?sfvrsn=86f35aaf_2SS5300000
or handling operations not exceeding 5% by weight. Drop Test***(EM 1110-2-2302) No new cracks, greater than 5.0. *** The Engineer will waive the Drop Test unless required to ensure structural integrity. Provide all equipment, labor and testing at no expense to the Department. EM refers, by the following: (1)TheEngineermay perform Independent Verification tests on all materials placed, ) The Engineer may test components in a blend of rubble processed from different geologic formations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss5300000.pdf?sfvrsn=691ee78d_05300000.IMP
the Drop Test unless required to ensure structural integrity. Provide all equipment, labor and testing, . Drop Test***(EM 1110-2-2302) No new cracks developed, or no existing crack widened additional 0.1, Independent Verification tests on all materials placed on the project. (2, , and the sorting site at no expense to the Department. (3) The Engineer may test components in a blend
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/5300000.imp.pdf?sfvrsn=9f2b7653_05300000Orig
not exceeding 5% by weight. Drop Test***(EM 1110-2-2302) No new cracks developed, or no existing crack, than 5.0. ***The Engineer will waive the Drop Test unless required to ensure structuralintegrity. Provide all equipment, labor and testing at no expense to the Department. EM refers to the US Army, by the following: (1)TheEngineermay perform Independent Verification tests on all materials placed, ) The Engineer may test components in a blend of rubble processed from different geologic formations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/5300000orig.pdf?sfvrsn=90f278e0_05300000IMP
layers, blasting or handling operations not exceeding 5% by weight. Drop Test***(EM 1110-2-2302, per million and a pH greater than 5.0. ***The Engineer will waive the Drop Test unless required to ensure structural integrity. Provide all equipment, labor and testing at no expense, with 6-3.3 as amended by the following: (1)TheEngineermay perform Independent Verification tests, to the Department. (3) The Engineer may test components in a blend of rubble processed from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/5300000imp.pdf?sfvrsn=4ad492a7_0SS5300000
or handling operations not exceeding 5% by weight. Drop Test***(EM 1110-2-2302) No new cracks, greater than 5.0. ***The Engineer will waive the Drop Test unless required to ensure structural integrity. Provide all equipment, labor and testing at no expense to the Department. EM refers, by the following: (1)TheEngineermay perform Independent Verification tests on all materials placed, ) The Engineer may test components in a blend of rubble processed from different geologic formations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss5300000.pdf?sfvrsn=30c0f173_0SS5300000
from interledge layers, blasting or handling operations not exceeding 5% by weight. Drop Test, than 150 parts per million and a pH greater than 5.0. ***The Engineer will waive the Drop Test unless required to ensure structural integrity. Provide all equipment, labor and testing, tests on all materials placed on the project. (2)TheEngineerwillcheckthegradationof the riprap, at no expense to the Department. (3) The Engineer may test components in a blend of rubble processed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss5300000.pdf?sfvrsn=fac00430_0SS5300000
from interledge layers, blasting or handling operations not exceeding 5% by weight. Drop Test, than 150 parts per million and a pH greater than 5.0. ***The Engineer will waive the Drop Test unless required to ensure structural integrity. Provide all equipment, labor and testing, tests on all materials placed on the project. (2)TheEngineerwillcheckthegradationof the riprap, at no expense to the Department. (3) The Engineer may test components in a blend of rubble processed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss5300000d2b5f7cdb063492cbabe0a5c7d1ed00c.pdf?sfvrsn=e56c00c2_0SS5300000
from interledge layers, blasting or handling operations not exceeding 5% by weight. Drop Test, than 150 parts per million and a pH greater than 5.0. ***The Engineer will waive the Drop Test unless required to ensure structural integrity. Provide all equipment, labor and testing, tests on all materials placed on the project. (2)TheEngineerwillcheckthegradationof the riprap, at no expense to the Department. (3) The Engineer may test components in a blend of rubble processed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss5300000.pdf?sfvrsn=4e10cb02_0SS5300000
or handling operations not exceeding 5% by weight. Drop Test***(EM 1110-2-2302) No new cracks, greater than 5.0. *** The Engineer will waive the Drop Test unless required to ensure structural integrity. Provide all equipment, labor and testing at no expense to the Department. EM refers, by the following: (1)TheEngineermay perform Independent Verification tests on all materials placed, ) The Engineer may test components in a blend of rubble processed from different geologic formations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss5300000.pdf?sfvrsn=55ff3489_09900202.impl
a d o f 5 , 0 0 0 p o u n d s . T h r e e markers per lot or shipment will be randomly tested, of a compression testing machine. Place on top of the marker a flat piece of 65 durometer rubber 6 by 6, . The test report certified by an independent laboratory will be provided. (l)Ensure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9900202.impl.pdf?sfvrsn=2e2a60a5_0SS9900202
msperlotorshipmentwillberandomly tested as follows: Position t h e marker b a s e d o w n b e t w e e n t h e f l a t parallel platens of a compression testing machine. Place on top of the marker a flat piece of 65, will meet NEMA environmental standard. The test report certified by an independent laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss9900202.pdf?sfvrsn=891d957a_0Chapter11s1Redline
Submittal Packages regardless of testing. For non-tested lots, the CPF Sheet will show a CPF equal to 1, – Composite Pay Factor Sheet The Contractor’s test results for each Sublot are entered
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter11s1redline.pdf?sfvrsn=2fc4100b_5Chapter11s1
regardless of testing. For non-tested lots, the CPF Sheet will show a CPF equal to 1. (C) Asphalt, Pay Factor Sheet The Contractor’s test results for each Sublot are entered into Materials Acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter11s1.pdf?sfvrsn=dbe7a6e5_79650000-122origind
of each Lot by tensile test. Alternate testing will not be accepted. Provide certifications as specified, of the Engineer. Certificates of compliance shall identify that the material has been sampled and tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/9650000-122origind.pdf?sfvrsn=e6464367_2SS9900202
a d o f 5 , 0 0 0 p o u n d s . T h r e e markers per lot or shipment will be randomly tested, of a compression testing machine. Place on top of the marker a flat piece of 65 durometer rubber 6 by 6, . The test report certified by an independent laboratory will be provided. (l)Ensure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss9900202.pdf?sfvrsn=9e448891_0AOR_Study_2_Final_Report
of Disaggregated Data (2023 AOR Cycle).......... 8 Test Run Participation and Developments, with a core recommendation to develop a detailed plan to test run the additional collection of more, in place. In State Fiscal Year 2023-2024, CTD not only developed a plan but conducted an actual test run, . While the test run itself was primarily concerned with figuring out the technical requirements, itself to allow interested parties to further explore and interpret the data, making the test run data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/studies-reports/aor_study_2_final_report.pdf?sfvrsn=7e107132_1BMRM Chapter 15
Tests for Riprap Quality Test Designation Property Allowable Value Frequency (1) Comments AASHTO, , an additional 10 pieces shall be tested. If the second series of tests also exhibits pieces that do, . A maximum shape factor of 3.0 is recommended. Recommended tests for riprap rock quality are presented
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/maintenance/str/bi/reference-manual/bmrm-chapter-15.pdf?sfvrsn=2aa0c783_0Chapter 15: Channel and Waterway
Tests for Riprap Quality Test Designation Property Allowable Value Frequency (1) Comments AASHTO, , an additional 10 pieces shall be tested. If the second series of tests also exhibits pieces that do, . A maximum shape factor of 3.0 is recommended. Recommended tests for riprap rock quality are presented
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/reference-manual/chapter-15-channel-and-waterway.pdf?sfvrsn=cbd0fa6d_0LAP3440000-122FHWA
test reports). 34. A copy of the scale company or testing agency report showing the signature, and Testing: 344-3.9.1 Category 1: The Engineer may sample and test the concrete to verify its, , certified mill test reports). 4. A copy of the scale company or testing agency report showing, of industrial or municipal garbage in incinerators. Table 344-1 Type or Class Test Method, of this Specification. 344-3.9 Sampling and Testing: 344-3.9.1 Category 1: The Engineer may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/fhwa/lap3440000-122fhwa.pdf?sfvrsn=5e20e8ea_2