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4710000.impl

with Section 6, independently certified test reports, written certification that the piling

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/4710000.impl.pdf?sfvrsn=940f17cb_0

SS5270000

certified test reports from an independent labora that shows the Detectable Warning meets

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss5270000.pdf?sfvrsn=2717abd2_0

5270000.comm

is to subject it to a standardized accelerated weathering test performed by an independent

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/5270000.comm.pdf?sfvrsn=39cf4cfe_0

9720033FHWA

to 150ºF [-7 to 65ºC]: Property Requirement Test M e t h o d M a x i mum Water Absorption 0.1

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul05/files/9720033fhwa.pdf?sfvrsn=47e1c563_0

9010102.resp

. Looking at data between one native Florida limestone source and terminal the -#200 test data year

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/9010102.resp.pdf?sfvrsn=ccbe5076_0

3500100.impl

and longitudinal joint construction, including tie-bars and dowel bars; the furnishing of test specimens

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3500100.impl.pdf?sfvrsn=89e01999_0

SS5630000

the anti-graffiti coating or coating system is to be applied over an existing coating, conduct a test

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss5630000.pdf?sfvrsn=5bef5c8e_0

9620801.origind

to clarify the test methods and required certification for different types of pipe railing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/9620801.origind.pdf?sfvrsn=9b67e078_0

FRSC Draft Strategic Plan Framework Feb 2025

for implementation.  Perform research and/or studies to test the effectiveness of trespass

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/programs/florida-rail-safety-coalition/2025-feb/frsc-draft-strategic-plan-framework-feb-2025.pdf?sfvrsn=84853a25_1

Standard Plans Instructions Topic No. 625-010-003 Index 521-422 Traffic Railing (42" Vertical Shape) FY 2018-19 1 Index 521-422 Traffic Railing (42" Vertical Shape) Design Criteria NCHRP Report 350 Test Level 4 Criteria; AASHTO LRFD Bridge Design Specifications ; Structures Design Guidelines (SDG) Design Assumptions and Limitations The 42" Vertical Shape Traffic Railing is intended for use on bridges and retaining walls with raised sidewalks. Use this railing in accordance

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/spi/spi-521-422.pdf?sfvrsn=7db38c9a_6

spi-521-427

Standard Plans Instructions Topic No. 625-010-003 Index 521-427 Traffic Railing (36" Single-Slope) FY 2018-19 1 Index 521-427 Traffic Railing (36" Single-Slope) Design Criteria AASHTO Manual for Assessing Safety Hardware (MASH) Test Level 4 Criteria; AASHTO LRFD Bridge Design Specifications ; Structures Design Guidelines (SDG) Design Assumptions and Limitations The 36" Single-Slope Traffic Railing is the new basic default traffic railing for use on FDOT bridges and retaining walls

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/spi/spi-521-427.pdf?sfvrsn=7c085e43_6

SPI-521-427

Standard Plans Instructions Topic No. 625-010-003 Index 521-427 Traffic Railing (36" Single-Slope) FY 2019-20 1 Index 521-427 Traffic Railing (36" Single-Slope) Design Criteria AASHTO Manual for Assessing Safety Hardware (MASH) Test Level 4 Criteria; AASHTO LRFD Bridge Design Specifications ; Structures Design Guidelines (SDG) Design Assumptions and Limitations The 36" Single-Slope Traffic Railing is the new basic default traffic railing for use on FDOT bridges and retaining walls

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/spi/spi-521-427.pdf?sfvrsn=5891c511_2

spi-521-423

Standard Plans Instructions Topic No. 625-010-003 Index 521-423 Traffic Railing (32" Vertical Shape) FY 2018-19 1 Index 521-423 Traffic Railing (32" Vertical Shape) Design Criteria NCHRP Report 350 Test Level 4 Criteria; AASHTO LRFD Bridge Design Specifications ; Structures Design Guidelines (SDG) Design Assumptions and Limitations The 32" Vertical Shape Traffic Railing is intended for use on bridges and retaining walls with raised sidewalks. Use this railing in accordance

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/spi/spi-521-423.pdf?sfvrsn=1b273f2c_6

IDS-00422

Instructions for Design StandardsTo p i c N o. 625-010-003-j Index 422 Traffic Railing (42" Vertical Shape)2014 58 Index422Traffic Railing (42" Vertical Shape) Design Criteria NCHRP Report 350 Test Level 4 Criteria; AASHTO LRFD Bridge Design Specifications, 6th Edition; Structures Design Guidelines (SDG) Design Assumptions and Limitations The 42" Vertical Shape Traffic Railing is intended for use on bridges and retaining walls with raised sidewalks. Use this railing in accordance

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/ds/14/ids/ids-00422.pdf?sfvrsn=6d5cf882_0

E21B5

. 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 JOINT, NEW

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/apr16/e21b5.pdf?sfvrsn=5d3cd67_1

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