4646 search results for pavement design
20230912_446291-1_SR 78_12060
): 7.410 3. Stabilization thickness was checked on 10% of the coring locations. For pavement design, . For pavement design, assume 12 inches of thickness for stabilization. 446291-1 CRACK Turn Lane, was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, % of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. 446291-1, COEF. 0.00 0.25 0.25 0.25 0.25 0.18 0.18 0.16 UNKW 0.08 Notes: Pavement Condition G - Good F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20230912_446291-1_sr-78_12060.pdf?sfvrsn=d9afeb3_120231120_433550-5_SR 45_17020
on 10% of the coring locations. For pavement design, assume 12 inches of thickness for stabilization, 0.60 3.50 7.50 12.00 LAYER COEF. 0.25 0.25 0.25 UNK W 0.25 0.20 0.18 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT, at the locations cored at the time of the investigation. Should questions arise regarding the pavement, as necessary. PAVEMENT LAYER (IN.) BASE Typical Section: 2 11/15/2023 Cored By: Median Curbed (Y/N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20231120_433550-5_sr-45_17020.pdf?sfvrsn=b164ff47_120240125_451107-1_SR 710_91060
% 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, on 10% of the coring locations. For pavement design, assume 12 inches of thickness, UNKW 0.18 0.16 0.11 0.18 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A
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, was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches, . 3. Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume, Notes: Pavement Condition G - Good F - Fair P - Poor 4 (2 Lanes each direction and center Lane
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, 0.18 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj, regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Pasco SR No.: Paved BASE 5.028 15.031 5
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
1.10 MIN 0.40 0.40 3.50 12.00 0.40 LAYER COEF. 0.25 0.18 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, Cored By: 0.000 3. Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. 445380-1 CRACK All Cores 2. Mile posts, at the time of the investigation. Should questions arise regarding the pavement composition, it is incumbent
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, . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12, . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches, UNKW 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor Coring Completion Date: 6/1/2023 Typical Section: Lanes: Name: SR 72 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT
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, on 10% of the coring locations. For pavement design, assume 12 inches of thickness for stabilization, . For pavement design, assume 12 inches of thickness for stabilization. 451362-1 CRACK Shoulder Cores (S, . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches, 0.25 0.00 0.25 0.25 0.23 UNKW 0.20 0.18 0.08 Notes: Pavement Condition G - Good F - Fair P
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
thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, % of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. 443781-1 CRACK, ): 1.591 3. Stabilization thickness was checked on 10% of the coring locations. For pavement design, % of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. 443781-1, UNKW 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor CO - Crossover TL - Turn Lane
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
was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, 0.25 0.25 0.25 0.20 0.18 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor CO, Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK, - Severe M - Moderate L - Light 10th St East Inside: Shoulder Type and Condition: Overall Pavement, regarding the pavement composition, it is incumbent upon those raising the question to perform
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, Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID: W.P.I., arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) HERNANDO SR No.: Paved BASE 0.051
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, 0.70 LAYER COEF. 0.00 0.25 0.25 0.18 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County, . Should questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Charlotte SR
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, 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID, arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) HENDRY SR No.: Paved BASE 5. A blank
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, Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID: W.P.I., regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Polk SR No.: Paved BASE 0.620 28.432 5
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_455145-1_SR 574_14050
locations. For pavement design, assume 12 inches of thickness for stabilization. 455145-1 CRACK All Cores, 2.10 LAYER COEF. 0.00 0.25 0.25 0.25 0.20 0.18 0.08 Notes: Pavement Condition G - Good F - Fair, ID: 14050000 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6, and Condition: Overall Pavement Condition (from DMO field review): Fair Typical Section: 1, cored at the time of the investigation. Should questions arise regarding the pavement composition, it
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, 2.50 16.50 2.50 MIN 0.70 0.50 0.80 2.20 1.40 LAYER COEF. 0.17 0.25 0.18 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT, at the locations cored at the time of the investigation. Should questions arise regarding the pavement, as necessary. PAVEMENT LAYER (IN.) HENDRY SR No.: BASE 5. A blank cell indicates measurement
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
. For pavement design, assume 12 inches of thickness for stabilization. CRACK All Cores 2. Mile, : Pavement Condition G - Good F - Fair P - Poor CO - Crossover TL - Turn Lane ML - Mainline R1 - 1st, 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, - Moderate L - Light Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO
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
was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, . For pavement design, assume 12 inches of thickness for stabilization. 4. The cross slope, . For pavement design, assume 12 inches of thickness for stabilization. 4. The cross slope is approximate, . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12, 0.16 0.11 0.15 UNKW 0.08 Notes: Pavement Condition G - Good Extent OL/IL - Outside/Inside
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, 0.16 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj, the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Pasco SR No.: BASE 5. A blank cell indicates measurement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/14/20250218_449169-1_sr-56_14091.pdf?sfvrsn=1fa6dd4d_120250716_440734-1_SR NA_10740
% of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. CRACK, 0.25 0.14 0.18 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project, at the locations cored at the time of the investigation. Should questions arise regarding the pavement, . PAVEMENT LAYER (IN.) HILLSBOROUGH SR No.: BASE Typical Section: 1 7/16/2025 Lanes: AT E
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20250716_440734-1_sr-na_10740.pdf?sfvrsn=686588d2_1