9204 search results for test
2870200.origind
certified test results for each shipment of hydrated lime indicating compliance with the Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/2870200.origind.pdf?sfvrsn=2f82d33e_07060000.origind
. Furnish a test report to the Engineer certifying that the materials meet all requirements specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/7060000.origind.pdf?sfvrsn=526620f3_09420203.origind
of the gasket material shall furnish submit to the Engineer certified test results covering each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9420203.origind.pdf?sfvrsn=3d728e45_07060000.FHWA
that the approved LOT numbers appear on the material packages. Furnish a test report to the Engineer certifying
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/7060000.fhwa.pdf?sfvrsn=660abc6c_09900600.origind
to approval an impact test shall be performed by the manufacturer to verify the safety performance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/9900600.origind.pdf?sfvrsn=2a5f2d32_03200603.origind
is deleted and the following substituted: 320-6.3.2 Test Frequency: The normal frequency for taking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/3200603.origind.pdf?sfvrsn=e1c2d5b6_01020901.FHWA
furnish certified test reports showing that their product meets all test requirements set forth by NCHRP, must furnish certified test reports showing that their product meets all test requirements set forth
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/1020901-fhwa.pdf?sfvrsn=c130b839_25480805.impl
content in accordance with the test method used to determine maximum density in 548-9. Attheendof each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/5480805.impl.pdf?sfvrsn=df31ef0f_01050302-MM9.2VII.origind
frame the engineering analysis should cover • Added new slump loss test procedure and removed old
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/1050302-mm9.2vii.origind.pdf?sfvrsn=ee4ad41f_09190000.origind
ORIGINATION FORM Date: 10/25/13 Originator: Greg Sholar Contact Information: 352.955.2920; gregory.sholar@dot.state.fl.us Specification Title: Ground Tire Rubber for Use in Asphalt Rubber Binder Specification Section, Article, or Subarticle Number: 919 Why does the existing language need to be changed? Refinement of specification. Summary of the changes: Corrected an omission related to the gradation requirements and updated an AASHTO test method version. Are these changes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/9190000.origind.pdf?sfvrsn=b7812937_0SS4150513
an application in accordance with 6-1 and include certified test reports from an independent laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss4150513.pdf?sfvrsn=94fa161f_0SS4710000
for inclusion on the QPL must submit an application in accordance with Section 6, independently certified test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4710000.pdf?sfvrsn=a9dabc01_0E21B5-05-21-25
STEEL PILING, 24" DIA. PIPE LF 1,245.000 0455-115- PILE REDRIVE EA 3.000 0455-137- LOAD TEST (DYNAMIC), DATA COLLECTION AND ANALYSIS EA 15.000 0455-137- 2 LOAD TEST (DYNAMIC), VERIFICATION TEST EA 3.000 0455-144- 22 TEST PILES - STEEL, 24" DIA PIPE LF 300.000 0458- 1- 11 BRIDGE DECK EXPANSION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/may21/e21b5.pdf?sfvrsn=5dddc17a_5E8V66-04-25-25
" ROUND EA 202.000 0455-137- LOAD TEST (DYNAMIC), DATA COLLECTION AND ANALYSIS EA 202.000 0455-137- 2 LOAD TEST (DYNAMIC), VERIFICATION TEST EA 24.000 0455-144- 22 TEST PILES - STEEL, 24" DIA PIPE LF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/apr25/e8v66-04-25-25.pdf?sfvrsn=540dc70d_120250306_451276-1_SR 29_03080
. Proj. ID: W.P.I. No.: 29 Name: 2 NONE PAVED Beg MP: To: From: TEST LAB INC. Coring, : W.P.I. No.: 29 Name: 2 NONE PAVED Beg MP: To: From: TEST LAB INC. Coring Completion Date, . Proj. ID: W.P.I. No.: 29 Name: 2 NONE PAVED Beg MP: To: From: TEST LAB INC. Coring Completion, . Proj. ID: W.P.I. No.: 29 Name: 1 PAVED PAVED Beg MP: To: From: TEST LAB INC. Coring
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/03/20250306_451276-1_sr-29_03080.pdf?sfvrsn=bc5db54f_120231017_451021-1_SR 789_13080
EVALUATION CORING AND CONDITION DATA Cored By: TEST LAB, INC. Coring Completion Date: 8/10/2023, Cored By: TEST LAB, INC. Coring Completion Date: 8/10/2023 Typical Section: 1 W.P.I. No.: Name: SR 789, By: TEST LAB, INC. Coring Completion Date: 8/10/2023 Typical Section: 1 W.P.I. No.: Name: SR 789 Lanes, OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA Cored By: TEST LAB, INC. Coring
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20231017_451021-1_sr-789_13080.pdf?sfvrsn=833d9bd9_1SunGuide-IN-8.2
to running the 8.2 scripts. NOTE: It is highly recommended that you test the database upgrade, to perform a test, please make arrangements with SwRI and Central Office. 2.1 Please Upgrade, for all servers that will be hosting the web applications. 7. Full System Test: Test the system in its
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/releases/8.2/sunguide-in-8-2.pdf?sfvrsn=868ad54c_1Poster Underwater Noise Level Study During Impact Pile Driving
The model was validated using two methods. First, a “blind prediction” test was conducted whereby one
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/protected-species/poster-underwater-noise-level-study-during-impact-pile-driving.pdf?sfvrsn=a78e93ce_304_Roadside_Design_Outline
............................................. 4–7 4.5.2 Crash Test Criteria and Performance Requirements, Barriers) section, rather than being worked into the other chapters. 4.5.2 Crash Test Criteria, for Assessing Safety Hardware (MASH) test matrix summary. Vehicle trajectory and occupant risk, meet and refer to MASH crash test criteria. Refer to FDOT Design Manual. 4.5.8 Barriers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/2025/17th-edition/04_roadside_design_outline.pdf?sfvrsn=a930f4a8_1Geotechnical Contacts
Field Operations and Test Pit Dino Jameson, P.E. Interim Earthwork EngineerPhone: (352) 955-2933Fax
https://www.fdot.gov/design/training/geotechnical-contacts