13199 search results for DESIGN
Section82V2-724
QC Plan is designed to provide guidelines that are used to produce Products in conformance, infractions occurring within the manufacture of products designated for Department use. Photographs, : A. Maintains the QC approval stamp and applies it to acceptable Products or designates a technician, person designated in the Plant’s QC Plan may perform the duties of the QC manager for a period, in the design and verification of concrete mixes, tensioning and detensioning operations, and may evaluate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/redline/section82v2-724.pdf?sfvrsn=5121ac59_1Section82V2-723
is designed to provide guidelines that are used to produce Products in conformance to the Specifications, infractions occurring within the manufacture of products designated for Department use, or designates a technician who is working under the direct supervision of the QC manager to apply the Plant, , or other knowledgeable person designated in the Plant’s QC Plan may perform the duties of the QC, inspectors may be involved in the design and verification of concrete mixes, and may evaluate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/redline/section82v2-723.pdf?sfvrsn=53541821_1Section82V2-redln122
Plan is designed to provide guidelines that are used to produce Products in conformance, infractions occurring within the manufacture of products designated for Department use. Photographs, and applies it to acceptable Products or designates a technician who is working under the direct, a replacement, the Plant engineer, technician, or other knowledgeable person designated in the Plant, be involved in the design and verification of concrete mixes, and may evaluate the plant’s repair
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/redline/section82v2-redln122.pdf?sfvrsn=b4998dac_1Section8.2V2-721
: Incidental Precast Concrete Products 8-2-2 QC Plan is designed to provide guidelines that are used, infractions occurring within the manufacture of products designated for Department use. Photographs, Products or designates a technician who is working under the direct supervision of the QC manager, knowledgeable person designated in the Plant’s QC Plan may perform the duties of the QC manager, I QC inspectors, level II QC inspectors may be involved in the design and verification of concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/materials-manual/redline/section8-2v2-721.pdf?sfvrsn=ab592b38_1Section82V2redln
: Incidental Precast Concrete Products 8-2-2 QC Plan is designed to provide guidelines, infractions occurring within the manufacture of products designated for Department use. Photographs, to acceptable Products or designates a technician who is working under the direct supervision of the QC, , or other knowledgeable person designated in the Plant’s QC Plan may perform the duties of the QC, of level I QC inspectors, level II QC inspectors may be involved in the design and verification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/redline/section82v2redln.pdf?sfvrsn=4f6c38a0_1Section82V2-726redln
is designed to provide guidelines that are used to produce Products in conformance to the Specifications, infractions occurring within the manufacture of products designated for Department use. Photographs, to the following: A. Maintains the QC approval stamp and applies it to acceptable Products or designates, knowledgeable person designated in the Plant’s QC Plan may perform the duties of the QC manager, I QC inspectors, level II QC inspectors may be involved in the design and verification of concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/materials-manual/redline/section82v2-726redln.pdf?sfvrsn=a8777b90_1SPI-460-470
-Beam Retrofit) FY 2024-25 1 Index 460-470 Series Traffic Railing - (Thrie-Beam Retrofit) Design Criteria NCHRP Report 350, Test Level 4; AASHTO LRFD Bridge Design Specifications, 6th Edition, Section 13; Structures Design Guidelines (SDG) Design Assumptions and Limitations Index 460-470, (a.k.a. concrete handrails) that are not based on crash tested designs. Indexes 460-470 through 460-476, and designs of the existing bridge traffic railings, approach slabs and end bent wing walls. See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-460-470.pdf?sfvrsn=fb47049e_1SPI-460-470
-Beam Retrofit) FY 2025-26 1 Index 460-470 Series Traffic Railing - (Thrie-Beam Retrofit) Design Criteria NCHRP Report 350, Test Level 4; AASHTO LRFD Bridge Design Specifications, 6th Edition, Section 13; Structures Design Guidelines (SDG) Design Assumptions and Limitations Index 460-470, (a.k.a. concrete handrails) that are not based on crash tested designs. Indexes 460-470 through 460-476, and designs of the existing bridge traffic railings, approach slabs and end bent wing walls. See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-460-470.pdf?sfvrsn=f2b066bf_1SPI-460-470
-Beam Retrofit) FY 2026-27 1 Index 460-470 Series Traffic Railing - (Thrie-Beam Retrofit) Design Criteria NCHRP Report 350, Test Level 4; AASHTO LRFD Bridge Design Specifications, 6th Edition, Section 13; Structures Design Guidelines (SDG) Design Assumptions and Limitations Index 460-470, (a.k.a. concrete handrails) that are not based on crash tested designs. Indexes 460-470 through 460-476, and designs of the existing bridge traffic railings, approach slabs and end bent wing walls. See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-460-470.pdf?sfvrsn=445ea6e0_1Chapter7s3
for further direction. When work is deleted from a Lump Sum or Design Build Contract, a Supplemental, Administrator shall ensure that the Design Project Manager has obtained a Maintenance Agreement (MOA, , including Design-Build contracts, Supplemental Agreements should be included within the lump sum line, of additional work by adding the LS pay item 0999 2 LUMP SUM CONTRACT, ALTERNATIVE BIDDING or 0 50 DESIGN, the Department’s Design Project Manager (B) District Level Responsibilities The DCE shall approve project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter7s3.pdf?sfvrsn=2e05d443_18Chapter7s3Redline
or Design Build Contract, a Supplemental Agreement shall be used to reduce the contractual obligation, for a Local Government, the Project Administrator shall ensure that the Design Project Manager has, Agreements and Unilateral Payments 7-3-4 For Lump Sum contracts, including Design-Build contracts, work by adding the LS pay item 0999 2 LUMP SUM CONTRACT, ALTERNATIVE BIDDING or 0 50 DESIGN / BUILD, , notify the Department’s Design Project Manager (B) District Level Responsibilities The DCE shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter7s3redline.pdf?sfvrsn=4ff659d3_720230807_449656-1_SR 15_91020.91535
Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK, . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12, locations. For pavement design, assume 12 inches of thickness for stabilization. 449656-1 CRACK, Turn Lane Roadway ID: 91535000 Lane Designations - Decreasing MP Lane Designations - Increasing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/91/20230807_449656-1_sr-15_91020-91535.pdf?sfvrsn=94cd674_120240608_447616-1_I275-OnRamp_10000
thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches, : 10000551 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value, /RR - Left/Right Turn Lane Roadway ID: 10000551 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates material was encountered but the total, ): 0.190 3. Stabilization thickness was checked on 10% of the coring locations. For pavement design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20240608_447616-1_i275-onramp_10000.pdf?sfvrsn=7f406932_220241112_449681-1_No SR_12900
Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates, design, assume 12 inches of thickness for stabilization. CRACK All Cores 2. Mile posts, locations. For pavement design, assume 12 inches of thickness for stabilization. CRACK All Cores 2, Turn Lane Roadway ID: 12900008 Lane Designations - Decreasing MP Lane Designations - Increasing MP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20241112_449681-1_no-sr_12900.pdf?sfvrsn=7db352e6_120241112_446204-1_SR 35_16030
% of the coring locations. For pavement design, assume 12 inches of thickness for stabilization, - Left/Right Turn Lane RL/RR - Left/Right Turn Lane Roadway ID: 16030000 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates material, . For pavement design, assume 12 inches of thickness for stabilization. CRACK All Cores - Gutter Overlay 2, /RR - Left/Right Turn Lane Roadway ID: 06010000 Lane Designations - Decreasing MP Lane
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20241112_446204-1_sr-35_16030.pdf?sfvrsn=e0e40e78_120250627_442630-2_SR 45,55_13130
% of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. 2. Mile posts, LaneRL/RR - Left/Right Turn Lane Lane Designations - Decreasing MP Lane Designations - Increasing, . For pavement design, assume 12 inches of thickness for stabilization. 442630-2-32-01 CRACK Shoulder, Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20250627_442630-2_sr-45-55_13130.pdf?sfvrsn=d53ad18f_120250604_449737-1_SR 400_I4 Rest Areas_16320
thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches, /LR - Left/Right Turn LaneRL/RR - Left/Right Turn Lane Roadway ID:16320050 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates material, Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK, . For pavement design, assume 12 inches of thickness for stabilization. CRACK All Cores - West Bound Rest
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20250604_449737-1_sr-400_i4-rest-areas_16320.pdf?sfvrsn=18a36147_120250618_449166-1_SR 595_14030
Shoulder LL/LR - Left/Right Turn LaneRL/RR - Left/Right Turn Lane Roadway ID:14030020 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates material, % of the coring locations. For pavement design, assume 12 inches of thickness for stabilization, . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches, - Left/Right Turn LaneRL/RR - Left/Right Turn Lane Lane Designations - Decreasing MP Lane Designations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/14/20250618_449166-1_sr-595_14030.pdf?sfvrsn=98d6458b_120240722_443666-1_SR 699_15140
. 0.000.250.250.250.250.250.230.200.18UNKW0.160.08 Notes: Pavement Condition Roadway ID:15140000 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates material was encountered, ): 4.061 3. Stabilization thickness was checked on 10% of the coring locations. For pavement design, - Outside/Inside Shoulder Roadway ID:15140000 Lane Designations - Decreasing MP Lane Designations, ): 4.061 3. Stabilization thickness was checked on 10% of the coring locations. For pavement design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/15/20240722_443666-1_sr-699_15140.pdf?sfvrsn=c58da3c1_120250108_447235-1_SR 39_10070
RL/RR - Left/Right Turn Lane Roadway ID: 10070000 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates material was encountered but the total, . For pavement design, assume 12 inches of thickness for stabilization. 447235-1 CRACK All Cores 2, was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20250108_447235-1_sr-39_10070.pdf?sfvrsn=4ad63c18_1