13553 search results for DESIGN
4250000.FHWA
concrete, as designated in the plans and Design Standards and as specified in Section 346. For yard, fabricated from structural steel or cast iron as designated in the appropriate Design Standard. When, , as designated in the plans and Design Standards and as specified in Section 346. For yard drains use concrete, structural steel or cast iron as designated in the appropriate Design Standard. When “Alt. G” grates, , manholes and junction boxes, designed and fabricated in accordance with the plans, the Design Standards
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/4250000.fhwa.pdf?sfvrsn=71ec44ee_0AutoTURN-Q&A
Q&A for . . . April 30, 2014 AutoTURN Q: Is the design file posted anywhere? A: No. This is one of their working files. Q: What version of AutoTurn is FDOT using? A: Autoturn 8.2 Q, vehicle in your design auoturn thinks you want to use that vehicle. Q: When setting design vehicle, standards of setting speed in AutoTURN while a design vehicle is turning? ...I have found if I decrease, a designers’ option and should be set using common sense engineering. The default is usually 6mph but I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/autoturn-q-and-a_99546110-4964-44fb-a5e3-bb2354513599.docx?sfvrsn=a61ff85a_03270301.origind
? State Construction Engineer, Asphalt Contractors, State Office of Design What other offices will be impacted by these changes? Design. Are changes needed to the PPM, Design Standards, SDG, CPAM or other manual? No. Is a Design Bulletin, Construction Memo, or Estimates Bulletin needed? No. E-mail from Bob Crim dated August 15, 2013 provided guidance to designers and project managers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/3270301.origind.pdf?sfvrsn=8eed550_0AutoTURN-Q&A
Q&A for . . . April 30, 2014 AutoTURN Q: Is the design file posted anywhere? A: No. This is one of their working files. Q: What version of AutoTurn is FDOT using? A: Autoturn 8.2 Q, vehicle in your design auoturn thinks you want to use that vehicle. Q: When setting design vehicle, standards of setting speed in AutoTURN while a design vehicle is turning? ...I have found if I decrease, a designers’ option and should be set using common sense engineering. The default is usually 6mph but I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/autoturn-q-a.docx?sfvrsn=b8bd91a4_2AutoTURN-Q&A-785407347
Q&A for . . . April 30, 2014 AutoTURN Q: Is the design file posted anywhere? A: No. This is one of their working files. Q: What version of AutoTurn is FDOT using? A: Autoturn 8.2 Q, vehicle in your design auoturn thinks you want to use that vehicle. Q: When setting design vehicle, standards of setting speed in AutoTURN while a design vehicle is turning? ...I have found if I decrease, a designers’ option and should be set using common sense engineering. The default is usually 6mph but I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/autoturn-q-a-785407347.docx?sfvrsn=c63a3da9_220231016_450879-1_SR 17_16090
. Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches, Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates, on 10% of the coring locations. For pavement design, assume 12 inches of thickness for stabilization, /LR - Left/Right Turn Lane RL/RR - Left/Right Turn Lane Roadway ID: 16090000 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20231016_450879-1_sr-17_16090.pdf?sfvrsn=8dd3778b_120220504_447880-1_SR 865_12004
locations. For pavement design, assume 12 inches of thickness for stabilization. 447880-1 CRACK All Cores, - Left/Right Turn Lane Roadway ID: 12004000 Lane Designations - Decreasing MP Lane Designations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20220504_447880-1_sr-865_12004.pdf?sfvrsn=832b20b_120231030_451272-1_SR 45_03010
design, assume 12 inches of thickness for stabilization. 4. The cross slope is approximate, A - Alligator Class IB - Hairline cracks that are ≤ 1/8 inch wide L - Light Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type Crack Type Crack Rating M - Moderate LL/LR - Left, on 10% of the coring locations. For pavement design, assume 12 inches of thickness for stabilization, - Light Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type Crack Type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/03/20231030_451272-1_sr-45_03010.pdf?sfvrsn=eed71ec4_120210629_441977-1_SR 78_05010
% of the coring locations. For pavement design, assume 12 inches of thickness for stabilization, /Right Turn Lane Roadway ID: 05010000 Lane Designations - Decreasing MP Lane Designations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/05/20210629_441977-1_sr-78_05010.pdf?sfvrsn=d209c171_120230217_446270-1_SR 582_10290
% of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. 2, - Outside/Inside Shoulder LL/LR - Left/Right Turn Lane RL/RR - Left/Right Turn Lane Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type Crack Rating Extent S - Severe M, Shoulder LL/LR - Left/Right Turn Lane RL/RR - Left/Right Turn Lane Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates material was encountered
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20230217_446270-1_sr-582_10290.pdf?sfvrsn=985aa918_120230901_450874-1_SR 600_16020
Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates, 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, . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches, 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/d1/16/20230901_450874-1_sr-600_16020.pdf?sfvrsn=d8ecf7b1_120240618_450722-1_SR 78_12060
Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK, was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, Roadway ID: 12060000 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type, . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12, 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/d1/12/20240618_450722-1_sr-78_12060.pdf?sfvrsn=a6f36d53_120220504_449122-1_SR 72_17070000
thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, /Right Turn Lane RL/RR - Left/Right Turn Lane Lane Designations - Decreasing MP Lane Designations, % of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. 449122-1, Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates, locations. For pavement design, assume 12 inches of thickness for stabilization. 2. Mile posts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20220504_449122-1_sr-72_17070000.pdf?sfvrsn=a31bb3cd_320240530_451331-1_SR 600_10030
% of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. 2. Mile posts, Turn Lane RL/RR - Left/Right Turn Lane Lane Designations - Decreasing MP Lane Designations, ): 2.100 3. Stabilization thickness was checked on 10% of the coring locations. For pavement design, /RR - Left/Right Turn Lane Roadway ID: 10030000 Lane Designations - Decreasing MP Lane Designations, % of the coring locations. For pavement design, assume 12 inches of thickness for stabilization
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20240530_451331-1_sr-600_10030.pdf?sfvrsn=4cd0621c_120250113_417540-5_SR 29_03080
0.25 0.25 0.25 0.20 0.18 0.08 Notes: Pavement Condition Roadway ID: 03080000 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates material, design, assume 12 inches of thickness for stabilization. CRACK All Cores 2. Mile posts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/03/20250113_417540-5_sr-29_03080.pdf?sfvrsn=c1da120_120250130_451026-1_SR 45_13010
- 1st Lane Left of Centerline OL/IL - Outside/Inside Shoulder Roadway ID: 13010000 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates material, locations. For pavement design, assume 12 inches of thickness for stabilization. CRACK All Cores
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20250130_451026-1_sr-45_13010.pdf?sfvrsn=21023e7e_120241007_454461-1_CR 39_02500
on 10% of the coring locations. For pavement design, assume 12 inches of thickness for stabilization, Designations - Decreasing MP Lane Designations - Increasing MP Lane Type Crack Rating Extent S - Severe M
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/02/20241007_454461-1_cr-39_02500.pdf?sfvrsn=76b3ea2c_120250130_436733-1_SR 700_08080
): 8.286 3. Stabilization thickness was checked on 10% of the coring locations. For pavement design, Lane Roadway ID: 08080000 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/08/20250130_436733-1_sr-700_08080.pdf?sfvrsn=e2c4d4a2_120241125_425501-1_SR 43_10010
was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, LL/LR - Left/Right Turn Lane RL/RR - Left/Right Turn Lane Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates material was encountered, locations. For pavement design, assume 12 inches of thickness for stabilization. 425501-1 CRACK 10010000, : 10010000 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20241125_425501-1_sr-43_10010.pdf?sfvrsn=84cf0695_120250227_451483-1_SR 37_16250
Turn Lane Roadway ID: 16250000 Lane Designations - Decreasing MP Lane Designations - Increasing, was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20250227_451483-1_sr-37_16250.pdf?sfvrsn=94b20d41_1