9204 search results for test
ArchiveOrDeletePointsInCollector
that are not valid for storage (test points, scrapped records, items that should not have been collected
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/maintenance/e-maint/docs/archiveordeletepointsincollector.pdf?sfvrsn=6a6ba097_0E8V48
- PILE REDRIVE EA 24.000 0455-137- LOAD TEST (DYNAMIC), DATA COLLECTION AND ANALYSIS EA 86.000 0455-137- 2 LOAD TEST (DYNAMIC), VERIFICATION TEST EA 12.000 0455-143- 5 TEST PILES-PRESTRESSED CONCRETE,24
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may13/e8v48.pdf?sfvrsn=d39c5967_1Construction Academy Group #2 fall 2024
Robeson Geotechnical Materials (Building B/E) 1:05 – 1:30 Field Operations (Test Pit- Building B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/construction-academy-group-2-fall-2024.pdf?sfvrsn=4558dd7e_1Construction Academy Group #1 Spring 2025
Geotechnical Material Systems (Building E) 11:00 – 11:15 Field Operations (Test Pit- Building B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/construction-academy-group-1-spring-2025.pdf?sfvrsn=dfe15da0_1Construction Academy Group #3 Spring 2025
William Bryant Guangming Wang Geotechnical Materials (Building B/E) 2:00 – 2:15 Field Operations (Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/construction-academy-group-3-spring-2025.pdf?sfvrsn=36df08f2_1Construction Academy Group #1 Spring 2025
Geotechnical Material Systems (Building E) 11:00 – 11:15 Field Operations (Test Pit- Building B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/construction-academy-group-1-spring-2025a3c2a55b-e73c-4542-9964-c007143c7dc4.pdf?sfvrsn=8f35dd9b_1Construction Academy Group #2 Spring 2025
Tour Susan Robeson Geotechnical Materials (Building B/E) 1:05 – 1:30 Field Operations (Test Pit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/construction-academy-group-2-spring-2025.pdf?sfvrsn=c47bf287_1Construction Academy Group #3 Spring 2025
) 2:00 – 2:15 Field Operations (Test Pit- Building B) Dalton Stevens 2:15 – 2:30 Aggregate Control
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/construction-academy-group-3-spring-20250549953e-267f-4da2-bc0f-ae987bc24d70.pdf?sfvrsn=b6fa54c_1Air Quality Technical Memorandum
test is, in fact, based on signalized patterns of traffic. The impacts are analyzed in relation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/project-sr710-documents/air-quality-technical-memorandum.pdf?sfvrsn=eb4a740e_19700200-724IMPL
sheet, and certified test reports from an independent laboratory showing that the RPMs meet, test reports from an independent laboratory showing that the RPMs meet the requirements, evaluation of bituminous adhesive products shall submit field test data from the AASHTO Product, and II (Table 970-3). Table 970-3 Type I Type II Property Test Method Min. Max. Min. Max
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9700200-724impl.pdf?sfvrsn=ab3fdc30_19700200-724origind
RPMs: Submit product photo, product data sheet, and certified test reports from an independent, product photo, product data sheet, and certified test reports from an independent laboratory, products shall submit field test data from the AASHTO Product Evaluation & Audit Solutions. The adhesive, Type I Type II Property Test Method Min. Max. Min. Max. Viscosity: Component A (Resin) TD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9700200-724origind.pdf?sfvrsn=342d7307_11020912-722impl
with a minimum three detections for each signal phase. Perform the test in the presence of the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/1020912-722impl.pdf?sfvrsn=c37b2ab7_25201000-722resp
5201000 CONCRETE GUTTER, CURB ELEMENTS, AND TRAFFIC SEPARATORS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Deborah Ihsan (954) 777-4387 deborah.ihsan@dot.state.fl.us Comments: (1-18-22, Industry) Concrete Gutter, Curb Elements, and Traffic Separators: The draft proposes to delete section 520-10 and introduced the following. “520-10 Surface Requirements. 520-10.1 Straightedge: Test the gutter section of curb and gutter with a 10 foot straightedge laid parallel to the centerline
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/5201000-722resp.pdf?sfvrsn=af80534f_25201000-722comm
5201000 CONCRETE GUTTER, CURB ELEMENTS, AND TRAFFIC SEPARATORS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Deborah Ihsan (954) 777-4387 deborah.ihsan@dot.state.fl.us Comments: (1-18-22, Industry) Concrete Gutter, Curb Elements, and Traffic Separators: The draft proposes to delete section 520-10 and introduced the following. “520-10 Surface Requirements. 520-10.1 Straightedge: Test the gutter section of curb and gutter with a 10 foot straightedge laid parallel to the centerline
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/5201000-722comm.pdf?sfvrsn=f423a0c9_29730501-122impl
sections containing cracks or splits. Table 973-4 RTSS Matrix Property Test Method Requirement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9730501-122impl.pdf?sfvrsn=2f7f7e9_2SP5800000FA-122comm
problem”, or what the acceptable parameters for the percolation test should be. There are many
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/sp5800000fa-122comm.pdf?sfvrsn=4342b423_29900601.impl
by parallel traffic. 5. Prior to approval an impact test shall be performed by the manufacturer to verify
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/9900601.impl.pdf?sfvrsn=cce3a1d7_06460200.FHWA
laboratory test report, and calculations and drawings showing details, notes, materials, dimensions, test reports from the manufacturer verifying that each base model meets the moment capacity without, submit an application in accordance with Section 6, independent laboratory test report, capacity of 10,000 foot-pounds. Submit certified test reports from the manufacturer verifying that each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/6460200.fhwa.pdf?sfvrsn=41c4c8f5_05360000.FHWA
and dimensions identified suitable for posting on the APL, independent test reports that indicate the product meets all crash test requirements of National Cooperative Highway Research Program (NCHRP-350, test reports that indicate the composite material meets all the following physical requirements: Composite Block Test Method Requirement Durometer Hardness ASTM D2240 Shore D Minimum 50 Durometer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/5360000.fhwa.pdf?sfvrsn=876957e1_09670000.resp2
to the requirements of AASHTO M180, the coating properties, sampling, test methods, inspection, and certification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/9670000.resp2.pdf?sfvrsn=a86dddcb_0