9204 search results for test
DISTRICTWIDE_TWP2027-2031 WPPH_BY ITEM_10-13-2025_SUBJECT TO CHANGE
$50,000 $50,000 $100,000 210995-1 - CONSULTANT PE-LAB TESTING MAT. LAB Type of Work: PRELIMINARY, $900,000 $1,050,000 210996-1 - CEI TESTING/MATERIAL OFFICE /CONSULTANTS Type of Work: INSPECT, $1,100,000 214256-5 - NPDES PROGRAM Type of Work: ENVIRONMENTAL TEST/MITIGATE Phase Funding Source
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/2025-wp-hearing-docs/projects-by-item/districtwide_twp2027-2031-wpph_by-item_10-13-2025_subject-to-change.pdf?sfvrsn=be612c78_1DISTRICTWIDE_TWP2027-2031 WPPH_BY DESCRIPTION_10-13-2025_SUBJECT TO CHANGE
Highways 210996-1 - CEI TESTING/MATERIAL OFFICE /CONSULTANTS Type of Work: INSPECT CONSTRUCTION, 410753-1 $400,000 $400,000 $400,000 $400,000 $600,000 210995-1 - CONSULTANT PE-LAB TESTING MAT. LAB, $510,000 $510,000 $510,000 214256-5 - NPDES PROGRAM Type of Work: ENVIRONMENTAL TEST/MITIGATE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/2025-wp-hearing-docs/projects-by-description/districtwide_twp2027-2031-wpph_by-description_10-13-2025_subject-to-change.pdf?sfvrsn=e3307235_120251208_CTD_Business_Meeting_Package
for Community Transportation Coordinators (CTCs) and Non-Traditional Transportation Service Providers to test, to approximately 47 unique riders. Similar ISD project is currently being tested in Wakulla/Leon
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/meetingpackages/2025/20251208_ctd_business_meeting_package437346e6-052f-4545-a64f-a267dbd58b3b.pdf?sfvrsn=e1116af7_1536-001IntReviewPkg
the Test Level 2 (TL-2) Approach Terminal as specified in the plans. TL-3 3. APPROACH TERMINAL TEST LEVEL: Install either a Test Level 3 (TL-3) or herein if indicated in the plans. Guardrail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/536-001intreviewpkg.pdf?sfvrsn=8d880a11_1536-001IndReviewPkg
the Test Level 2 (TL-2) Approach Terminal as specified in the plans. TL-3 3. APPROACH TERMINAL TEST LEVEL: Install either a Test Level 3 (TL-3) or herein if indicated in the plans. Guardrail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/536-001indreviewpkg.pdf?sfvrsn=2e010de3_1536-001IndReviewPkg
the Test Level 2 (TL-2) Approach Terminal as specified in the plans. TL-3 3. APPROACH TERMINAL TEST LEVEL: Install either a Test Level 3 (TL-3) or herein if indicated in the plans. Guardrail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/536-001indreviewpkg43b3cb23-559e-4928-809e-4d4a72388a17.pdf?sfvrsn=b73a0d59_1536-001FHWAReviewPkg
the Test Level 2 (TL-2) Approach Terminal as specified in the plans. TL-3 3. APPROACH TERMINAL TEST LEVEL: Install either a Test Level 3 (TL-3) or herein if indicated in the plans. Guardrail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/536-001fhwareviewpkg.pdf?sfvrsn=be88410b_1Workbook_REDLINE_for_7-11_2-24-11
requested by districts PORTLAND CEMENT CONCRETE – ACCEPTANCE SAMPLING AND TESTING. (REV 6-25-10, , with test piles when authorized by the State Geotechnical Engineer. Do not use with SP4550512, concrete pile foundations, without test piles when authorized by the State Geotechnical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/workbook_redline_for_7-11_2-24-11.pdf?sfvrsn=654bd729_0workbook
PORTLAND CEMENT CONCRETE – ACCEPTANCE SAMPLING AND TESTING. (REV 9-16-09) (FA 11-9-09) (7-10, , prestressed concrete pile foundations, with test piles STRUCTURES FOUNDATIONS - PILING. (REV, Bridge projects with square, prestressed concrete pile foundations, without test piles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/workbook.pdf?sfvrsn=8b9800ac_0Workbook_REDLINE_12-2-10
by districts PORTLAND CEMENT CONCRETE – ACCEPTANCE SAMPLING AND TESTING. (REV 6-25-10) (FA 7-8-10, foundations, with test piles when authorized by the State Geotechnical Engineer. Do not use, , prestressed concrete pile foundations, without test piles when authorized by the State Geotechnical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/workbook_redline_12-2-10.pdf?sfvrsn=cb3ed0dc_0Workbook_for_1-11_2-17-11
PORTLAND CEMENT CONCRETE – ACCEPTANCE SAMPLING AND TESTING. (REV 6-25-10) (FA 7-8-10) (1-11, . SP4550510A All Bridge projects with square, prestressed concrete pile foundations, with test piles, foundations, without test piles when authorized by the State Geotechnical Engineer. Do not use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/workbook_for_1-11_2-17-11.pdf?sfvrsn=31d4aabd_02026-27-Update-Training
Facilities Specification 120: Excavation and Embankment • Clarified testing requirements, 536-001 –Guardrail • Updated SPI, Part A to explain “test level” (TL) options and compatibility, install Test Level 2 if specified in the Plans. They may substitute TL-3 for TL-2 if it’ll fit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/training/2026-27-update-training.pdf?sfvrsn=b8fda28d_1D0020000.do
, together with samples that may be subjected to the tests provided for in these Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d0020000.do8b30d7973b60447e92790c2ba8dd62db.pdf?sfvrsn=797a9bc0_0D0020000.do
, together with samples that may be subjected to the tests provided for in these Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/julworkbook2003/files/d0020000.do.pdf?sfvrsn=88c554d5_0SS0090200
) The Contractor has furnished all required mill tests and analysis reports to the Engineer. (g
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss0090200.pdf?sfvrsn=ec62ef70_0SS0090200_specrev1
furnished all required mill tests and analysis reports to the Engineer. (g) The Contractor has
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/ss0090200_specrev1.pdf?sfvrsn=9c8e8e78_0DAFFIRM
to organizations such as the above, describing the openings, screening procedures, and tests to be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/daffirm.pdf?sfvrsn=843e6e2d_0MAC_Construction Academy_MCR_spring 2025
tests not performed – Required comparison not performed – Required resolution not performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/mac_construction-academy_mcr_spring-2025.pdf?sfvrsn=f19a2f8c_10090503.origind
provisions. 6. T h e C o n t r a c t o r h a s f u r n ishedsubmitted all required mill tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/0090503.origind.pdf?sfvrsn=76d75c44_0