7444 search results for Pavement
20230912_446291-1_SR 78_12060
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 - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION, ): 7.410 3. Stabilization thickness was checked on 10% of the coring locations. For pavement design, at the time of the investigation. Should questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER
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
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, on 10% of the coring locations. For pavement design, assume 12 inches of thickness for stabilization, 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_1E6P09
21.000 0107- 1- LITTER REMOVAL AC 6.910 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH, - 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,990.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 1.835 0710- 11-201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM, 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 604.000 0710- 90- PAINTED PAVEMENT MARKINGS, FINAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/jan25/e6p09.pdf?sfvrsn=42a1d4da_1E8U73
- TEMPORARY PAVEMENT (44206215201) LS 1.000 0102- 14- TRAFFIC CONTROL OFFICER HR 740.000 0102- 60- WORK, ASPHALT PAVEMENT, 3" AVG DEPTH SY 690.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 113,220.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 195,136.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 4,857.000 0334- 1- 13 SUPERPAVE, , PG 76- 22 TN 2,081.200 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 291.300 0425- 1-503 INLETS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/mar12/e8u73.pdf?sfvrsn=ab0059f0_120240125_451107-1_SR 710_91060
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., ): 5.050 3. Stabilization thickness was checked on 10% of the coring locations. For pavement, at the time of the investigation. Should questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER
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
Notes: Pavement Condition G - Good F - Fair P - Poor 4 (2 Lanes each direction and center Lane) STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA Cored, of the investigation. Should questions arise regarding the pavement composition, it is incumbent upon, Pavement Condition (from DMO field review): Fair Median Curbed (Y/N): Paved Lawn Other: Curb & Gutter (Y/N): Y Mainline Cores (ML) PAVEMENT LAYER (IN.) BASE CRACK 2. Mile posts are approximate
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
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, was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, 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, at the time of the investigation. Should questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20240311_445380-1_sr-400_10190.pdf?sfvrsn=4c714f94_1E51D1
GROUP 09SY550.000 0327- 70- 6MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTHSY250.000 0337- 7, - 1DELINEATOR, FLEXIBLE TUBULAREA25.000 0710- 11-170PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6"LF2,000.000 E710- 11-141PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 6"LF4,000.000 E710- 11-221PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6"LF2,000.000 E710- 11-241PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SKIP, 6"LF1,000.000 Page 14
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/may07/e51d1.pdf?sfvrsn=9097bc4b_120230829_451264-1_SR 72_04060
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, . For pavement design, assume 12 inches of thickness for stabilization. 451264-1 CRACK Mainline Cores, cored at the time of the investigation. Should questions arise regarding the pavement composition, . PAVEMENT LAYER (IN.) Desoto SR No.: Paved BASE 5. A blank cell indicates measurement
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
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 - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA, % of the coring locations. For pavement design, assume 12 inches of thickness for stabilization, the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Highlands SR No.: Paved BASE 0.275 8.595 5
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
UNKW 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor CO - Crossover TL - Turn Lane, - Light S OF SEVILLA ST Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO, thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Hillsborough SR No.: Paved
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_1425-023
" 4 " Pavement Depression Joint Filler (Typ.) " Preformed 2 1 5'-0" W a l l D e p t h, Frame 1 ' - 6 " (See General Note 1) Type III Manhole Frame 7 " Pavement 3" (Typ.) 10" Ctrs. #5 Bars @ 3" (Typ.) 2 " C l . Pavement #5 Bars (See DETAIL "A") 6 " 6 " 2 " 6, 4 " 6" " 2 1 4 @ 2 6 " Pavement 2 " Pavement Superelevated 1'-6" Pavement Transition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/425-023.pdf?sfvrsn=16154060_1425-022
" 7 " 7 " 2 " Pavement Depression Joint Filler (Typ.) " Preformed 2 1 5'-0" W a l l D, ) Type III Frame 1 ' - 6 " 4 " (See General Note 1) Type III Manhole Frame 7 " Pavement 3" (Typ.) 10" Ctrs. #5 Bars @ 3" (Typ.) 2 " C l . Pavement See DETAIL "B" #5 Bars (See, " 4" " 4 1 4 @ 2 " R 4 3 1 5 " 5 " Pavement 2 " Pavement Superelevated 1'-6" Pavement Transition Gutter Elev. Theoretical 2 2 425-022 CURB INLET TYPE 7 11/01/20 Type III
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/425-022.pdf?sfvrsn=7d90cdf7_1436-001
" M i n . 6" Min. 6" Min. Channel Pavement Pavement 2'-0" 1'-4" 2'-3" 1'-6" 2'-0" 1'-4" " 4 1 1 4'-0", 6'-0', or 8'-6" Pavement 6" 5 " " 2 1 7 Slope to fit Roadway See, Backfill Concrete Backfill (See Note 4) See Note 3 6 " Driveway Slope to fit Pavement 3 2, Pavement Valley Gutter Slope to fit Driveway Pavement Optional Trench 3 3 436-001 TRENCH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/436-001.pdf?sfvrsn=5092d8e9_1itsfm064-wrong-way-vehicle-detection-system-form-rev-08-23
Type: Bluetooth Induction Loop Radar LPR Pavement Sensor Piezoelectric Axel Thermal/IR Toll Tag, : Bluetooth Induction Loop Radar LPR Pavement Sensor Piezoelectric Axel Thermal/IR Toll Tag Reader Video, : Bluetooth Induction Loop Radar LPR Pavement Sensor Piezoelectric Axel Thermal/IR Toll Tag Reader, Induction Loop Radar LPR Pavement Sensor Piezoelectric Axel Thermal/IR Toll Tag Reader Video Wired, Sensor Type: Bluetooth Induction Loop Radar LPR Pavement Sensor Piezoelectric Axel Thermal/IR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/itsfm/documents/datacollection/2024/itsfm064-wrong-way-vehicle-detection-system-form-rev-08-23.pdf?sfvrsn=30aa25db_1E53F3
), guardrails, drainage (inlets, manholes, culvert, endwalls, MES), pavement markings (detectable warnings, BASE, BASE GROUP 09 SY 4,380.000 0327- 70- 2 MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH SY 9,064.000 0327- 70- 3 MILLING EXISTING ASPHALT PAVEMENT, 4 1/2" AVG DEPTH SY 10,822.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 5,918.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 321,374.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/nov05/e53f3.pdf?sfvrsn=31cd086b_1Standard Plans - FY 2018-19 Errata
Ground-In Rumble Stripes Deleted the "8" Flexible Pavement and 24" Rigid Pavement" call out; Added, 03/29/2018 Typical Placement of Raised Pavement Markers SHEET 3: Corrected the Note reference in the RPM, of 14 12/19/2017 Pavement Markings Added "EXPRESS" pavement message. 711-001 8 of 14 07/31/2017 Pavement Markings Corrected the arrow placement in the TWO WAY LEFT TURN LANE detail. 715-002 4 of 8
https://www.fdot.gov/design/standardplans/2019/Errata.shtmE4X74
11 SY 130.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 40.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 38.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 40.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 40.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 40.000 0334- 1- 13, -22 TN 20.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 20.000 0400- 2- 11 CONCRETE CLASS II
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/dec06/e4x74.pdf?sfvrsn=d18a749f_120240716_441535-1_SR 64_13050
0.25 0.25 0.25 0.20 0.18 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor CO, - Severe M - Moderate L - Light 10th St East Inside: Shoulder Type and Condition: Overall Pavement, was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Manatee SR No.: Paved STATE OF FLORIDA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20240716_441535-1_sr-64_13050.pdf?sfvrsn=5ca2a9db_1