13206 search results for DESIGN
20240105_441654-1_SR 688_15120
. Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12, Turn Lane RL/RR - Left/Right Turn Lane Lane Designations - Decreasing MP Lane Designations, Roadway ID: 15120000 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6, design, assume 12 inches of thickness for stabilization. 441654-1 CRACK Turn Lane and GORE Cores (TL, 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/d7/15/20240105_441654-1_sr-688_15120.pdf?sfvrsn=63dfb67d_220240125_451107-1_SR 710_91060
design, assume 12 inches of thickness for stabilization. 451107-1 CRACK Mainline Cores (ML) 2. Mile, /RR - Left/Right Turn Lane Roadway ID: 91060000 Lane Designations - Decreasing MP Lane Designations, % of the coring locations. For pavement design, assume 12 inches of thickness for stabilization, Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates, . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/91/20240125_451107-1_sr-710_91060.pdf?sfvrsn=fe46b820_120231017_448971-1_SR 70_91070
. Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12, cracks that are ≤ 1/8 inch wide L - Light Lane Designations - Decreasing MP Lane Designations, was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, that are ≤ 1/8 inch wide L - Light Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type, thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/91/20231017_448971-1_sr-70_91070.pdf?sfvrsn=88510c0_220230320_447522-1_SR 55_14030
was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, 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/d7/14/20230320_447522-1_sr-55_14030.pdf?sfvrsn=e5f512b9_120240311_445380-1_SR 400_10190
design, assume 12 inches of thickness for stabilization. 445380-1 CRACK All Cores 2. Mile posts, 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/d7/10/20240311_445380-1_sr-400_10190.pdf?sfvrsn=4c714f94_120230829_451264-1_SR 72_04060
. For pavement design, assume 12 inches of thickness for stabilization. 451264-1 CRACK Mainline Cores, 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, /Right Turn Lane RL/RR - Left/Right Turn Lane Roadway ID: 04060000 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/d1/04/20230829_451264-1_sr-72_04060.pdf?sfvrsn=ae9d7d03_120230829_451362-1_SR 25_09030.09533.09620
% of the coring locations. For pavement design, assume 12 inches of thickness for stabilization, RL/RR - Left/Right Turn Lane Roadway ID: 09030000 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates material was encountered but the total, on 10% of the coring locations. For pavement design, assume 12 inches of thickness for stabilization, Turn Lane RL/RR - Left/Right Turn Lane Roadway ID: 09030000 Lane Designations - Decreasing MP Lane
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/09/20230829_451362-1_sr-25_09030-09533-09620.pdf?sfvrsn=e48ec61d_120230829_443781-1_SR 600_10130.10180
- Left/Right Turn Lane RL/RR - Left/Right Turn Lane Roadway ID: 10130000 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates material, thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, /Right Turn Lane Roadway ID: 10130000 Lane Designations - Decreasing MP Lane Designations, % of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. 443781-1 CRACK
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20230829_443781-1_sr-600_10130-10180.pdf?sfvrsn=1ab39353_120240716_441535-1_SR 64_13050
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20240716_441535-1_sr-64_13050.pdf?sfvrsn=5ca2a9db_120240809_452924-1_SR 700_08010, 08050
was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, Lane Roadway ID: 08010000, 08050000 Lane Designations - Decreasing MP Lane Designations - Increasing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/08/20240809_452924-1_sr-700_08010-08050.pdf?sfvrsn=e22f91a6_120241220_451360-1_SR 776_01050
): 6.333 3. Stabilization thickness was checked on 10% of the coring locations. For pavement design, ID: 01050000 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/01/20241220_451360-1_sr-776_01050.pdf?sfvrsn=a692d681_120241220_438067-1_No SR_07000
thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches, - Left/Right Turn Lane RL/RR - Left/Right Turn Lane Roadway ID: 07000022 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/d1/07/20241220_438067-1_no-sr_07000.pdf?sfvrsn=3055679c_120241125_444627-1_SR 37_16250
on 10% of the coring locations. For pavement design, assume 12 inches of thickness for stabilization, 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/d1/16/20241125_444627-1_sr-37_16250.pdf?sfvrsn=9fcc2400_120250124_456075-1_SR 45_17020
was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, Turn Lane Roadway ID: 17020000 Lane Designations - Decreasing MP Lane Designations - Increasing MP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20250124_456075-1_sr-45_17020.pdf?sfvrsn=b9ef6898_120250130_456056-1_SR 574_10340
% of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. CRACK, 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/d7/10/20250130_456056-1_sr-574_10340.pdf?sfvrsn=e0939624_120250124_455145-1_SR 574_14050
ID: 14050000 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6, locations. For pavement design, assume 12 inches of thickness for stabilization. 455145-1 CRACK All Cores
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/14/20250124_455145-1_sr-574_14050.pdf?sfvrsn=168f99f4_120250403_448030-1_No SR_07900
% of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. CRACK, - Left/Right Turn Lane Roadway ID: Various Roadways Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates material was encountered but the total
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/07/20250403_448030-1_no-sr_07900.pdf?sfvrsn=27c9e662_120250219_455785-1_SR 82_12070
LL/LR - Left/Right Turn Lane RL/RR - Left/Right Turn Lane Roadway ID: 12070000 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 2. Mile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20250219_455785-1_sr-82_12070.pdf?sfvrsn=c79872a7_120231017_451021-1_SR 789_13080
cracks that are ≤ 1/8 inch wide L - Light Lane Designations - Decreasing MP Lane Designations, 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 Crack Type Crack, . For pavement design, assume 12 inches of thickness for stabilization. 4. The cross slope, Designations - Decreasing MP Lane Designations - Increasing MP Lane Type Crack Type Crack Rating 2. Mile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20231017_451021-1_sr-789_13080.pdf?sfvrsn=833d9bd9_120250218_449169-1_SR 56_14091
was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, - Left/Right Turn Lane RL/RR - Left/Right Turn Lane Roadway ID: 14091000 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/d7/14/20250218_449169-1_sr-56_14091.pdf?sfvrsn=1fa6dd4d_1