9204 search results for test
SS5300000
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_0FPN419811-SR31SR78MastArmDrilledShaftpdf
the Reinforced Steel ‘Cage’, CSL Test Tubes, and Anchor 2 of 24 Florida Industrial Electric – Drilled Shaft, from the tip of the shaft to a point high enough to allow cross-hole-sonic- logging testing, enough above the shaft to allow cross-hole-sonic logging testing, but not less than 30 inches [750, -hole sonic logging testing but not less than 30 inches [750 mm] above the top of the drilled shaft, of the drilled shaft was not sufficient in size to accommodate the reinforced steel ‘cage’, CSL test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d1/2008/fpn419811-sr31sr78mastarmdrilledshaftpdf.pdf?sfvrsn=e2f821dc_29900202.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_0FDOT State Materials Office
Description: The FDOT Materials Office provides testing, research, inspection, evaluation, recommendations and training in materials composition, use and performance for Florida's transportation system. Inventory Elements: FDOT Skid Hazard InventoryFDOT Skid Hazard Inventory Suppliers Projects: FHP Resource Position Analysis Support Roles and Responsibilities: Archived Data Management for Florida Statewide Services ITS Architecture Accesses FDOT Skid Hazard Inventory data including friction
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/stakeholders/3da22ffe-95cd-48e8-ad22-38d02143d089BorojerdiP
Turnpike and establishing two testing laboratories from design development to staffing and AASHTO accreditation of these facilities. Mr. Borojerdi has been responsible for materials testing, , inspection and materials testing for which he holds certification and licenses makes him a reliable resource to a client in any aspect of design, construction, inspection and materials testing services, testing. Contact – H e a t h B u n n ( 9 0 4 ) 739-7600 Bergeron Land and Development – SR710
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/borojerdip.pdf?sfvrsn=d2603fb6_01600402.resp
1600402 Acceptance Program – Acceptance Criteria Comments from Industry Review ****************************************************************************** Troy Whitfield (863) 519-4249 troy.whitfield@dot.state.fl.us Comment: Should the standard reflect the same frequency of verification testing for both the roadway and shoulder/bike path/sidewalk? In the present specification the standards are higher for the shoulder/bike path/sidewalk. Response: No because the LOT sizes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/1600402.resp.pdf?sfvrsn=62f9bde8_04550171SS
to perform integrity testing at no expense to the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/4550171ss.pdf?sfvrsn=5c9775e8_04550171SS
to perform integrity testing at no expense to the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/4550171ss483a05146b534c1e92f2536c233513d0.pdf?sfvrsn=683066e5_0D9710015
. Anotationofthenumber of coats and the thickness of each coat at which the product passes testing may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d971001557ee978d7e564b2ab3f1e547bbbc61af.pdf?sfvrsn=14021a15_0