7444 search results for Pavement
E51F3BidTabs
and pavement markings on SR 15/600 from north of Wisconsin Ave. to north of SR 15A approximately, MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 42,755.000 SY 3.00000 128,265.00 3.70000 158,193.50 3.25000 138,953.75 0160 0327 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 359.000 SY, 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 8,341.000 SY 6.75000 56,301.75 3.59000 29,944.19 5.25000 43,790.25 0170 0327 70 7 MILLING EXISTING ASPHALT PAVEMENT, 4" AVG DEPTH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/feb06/e51f3bidtabs.pdf?sfvrsn=c88724d1_1E57C0BidTabs
: Vendor Ranking Ditch Cleaning & Ditch Pavement Installation Project(s): 42795717256 (*) N/A Page 1, . Intent: The work under this Contract consists of the installation of concrete ditch pavement and ditch, ). 270 CALENDAR DAYS Project(s): 42795717256 (*) Fed Aid No: Ditch Cleaning & Ditch Pavement, PAVEMENT, 6" 214.000 SY 69.56000 14,885.84 100.00000 21,400.00 90.00000 19,260.00 0035, PAVEMENT, NON REINFORCED, 4" 4,138.000 SY 67.21000 278,114.98 79.00000 326,902.00 55.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/apr02/e57c0bidtabs.pdf?sfvrsn=514cfbf2_1E52F1BidTabs
Facility Reconstruction, Milling & Resurfacing, Drainage Improvements, Rigid Pavement Construction, Sidewalk, Gravity Wall, Utility Construction, Signing & Pavement Markings, Lighting and Intelligent, - TEMPORARY PAVEMENT 43847815201 (7156.000) SY (LS) 290,000.00000 290,000.00 485,176.80000 485,176.80, 65.49000 304,724.97 50.00000 232,650.00 0135 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG, MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH 23,395.000 SY 1.75000 40,941.25 2.95000 69,015.25
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/jun18/e52f1bidtabs.pdf?sfvrsn=2d9a67c8_1E52D1BidTabs
on an as-needed basis. Work includes milling, resurfacing, and minor pavement markings restoration. Experience, EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 750.000 SY 3.00000 2,250.00 8.00000 6,000.00 7.25000 5,437.50 0020 0327 70 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 1,250.000 SY 6.00000 7,500.00 8.00000 10,000.00 15.90000 19,875.00 0025 0327 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2, MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 2,500.000 SY 4.00000 10,000.00 8.00000 20,000.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/sep04/e52d1bidtabs.pdf?sfvrsn=aa13293c_120240912_446204-1_SR 35_06010_16030
Roadway ID: 06010000 North of Hilton Road Inside: Shoulder Type and Condition: Overall Pavement, 198391-2-62-03 CRACK 06010000 - Mainline Cores (ML) PAVEMENT LAYER (IN.) Hardee SR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA, : Overall Pavement Condition (from DMO field review): Fair Typical Section: 1 4/19/2024 Lanes, By: Median Curbed 15.890 198391-2-62-03 CRACK 06010000 - Mainline Cores (ML) PAVEMENT LAYER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/06/20240912_446204-1_sr-35_06010_16030.pdf?sfvrsn=f0ab7313_120240912_446204-1_SR 35_06010_16030
Roadway ID: 06010000 North of Hilton Road Inside: Shoulder Type and Condition: Overall Pavement, 198391-2-62-03 CRACK 06010000 - Mainline Cores (ML) PAVEMENT LAYER (IN.) Hardee SR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA, : Overall Pavement Condition (from DMO field review): Fair Typical Section: 1 4/19/2024 Lanes, By: Median Curbed 15.890 198391-2-62-03 CRACK 06010000 - Mainline Cores (ML) PAVEMENT LAYER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20240912_446204-1_sr-35_06010_16030.pdf?sfvrsn=f5a96d1_120250107_207580-4_SR26_26130
SPAL,SLR,SHOV SPAL,SLR,SHOV SLR Cored By: Pavement Evaluation Coring and Condition Data D2, M i l e P o s t L a n e W h e e l P a t h Pavement Layer C o r e L e n, = Slightly Ravel SHOV = Shoving SR = Severe ravel MR = Moderate Ravel Pavement is Poorly Compacted, = Spalding SLR = Slightly Ravel SHOV = Shoving SR = Severe ravel MR = Moderate Ravel Pavement is Poorly, u m b e r M i l e P o s t L a n e W h e e l P a t h Pavement Layer C o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/26/20250107_207580-4_sr26_26130.pdf?sfvrsn=b6bf30a5_1Maintenance Specifications - FY 2023-24
and Traffic Separators. CONCRETE DITCH AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15) (FY 2023-24) SPM5240100 Maintenance Contracts with Ditch and Slope Pavement Repair. DETECTABLE WARNINGS.(REV 8-5-21, that include Object Markers and Delineators. RAISED RETRO-REFLECTIVE PAVEMENT MARKERS AND BITUMINOUS, COMPONENTS PAVEMENT MARKINGS.(REV 1-15-19) (FY 2023-24) SPM7090000 Maintenance Jobs – Weight Stations THERMOPLASTIC PAVEMENT MARKINGS - FOR MAINTENANCE WITH REMOVAL AND HOT SPRAY. (REV 3-29-22) (FY
https://www.fdot.gov/programmanagement/maintenance/fy-2023-24/maintenance-specifications---fy-2023-2420240425_447935-1_SR 45_14010
: Pavement Condition G - Good F - Fair P - Poor CO - Crossover TL - Turn Lane ML - Mainline R1, - Moderate L - Light S of Powell Road Inside: Shoulder Type and Condition: Overall Pavement, was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, 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 STATE OF FLORIDA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/14/20240425_447935-1_sr-45_14010.pdf?sfvrsn=4f061806_29740000-722origind
Non-Vehicular references from Patterned Pavement, and change friction testing to DFT in the Standard, pavement. 974-2 Detectable Warnings. Provide detectable warnings in accordance with the Americans, Pavement. Provide patterned pavement products that produce an adherent, weather resistant, skid friction, . Material color and friction elements shall be integral and homogenous. Patterned pavement installations requiring removal of pavement are not permitted. 974-3.1 Approved Product List Submittal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/9740000-722origind.pdf?sfvrsn=bcd11c66_2SS9900202
shall be one of the products listed on the QPL. The pavement stripes and markings shall consist, Pavement Markers. Temporary Retroreflective Pavement Markers (RPM’s) shall meet the requirement, be completely visible and above the pavement surface after installation, measured from a line even with the pavement perpendicular to the face of the marker. (c)OpticalPerformance: Ensure that the specific, materials recommended by the marker manufacturer for bonding the markers to the pavement. The adhesive used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss9900202.pdf?sfvrsn=9e448891_0Maintenance Specifications - July 2022
Gutter, Curb Elements and Traffic Separators. CONCRETE DITCH AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15) (7-22) SPM5240100 Maintenance Contracts with Ditch and Slope Pavement Repair. DETECTABLE, and Delineators. RAISED RETRO-REFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE.(REV 6-23-21) (7-22) SPM7060100 Maintenance Contracts including RPMs. TWO REACTIVE COMPONENTS PAVEMENT MARKINGS.(REV 1-15-19) (7-22) SPM7090000 Maintenance Jobs – Weight Stations THERMOPLASTIC PAVEMENT MARKINGS
https://www.fdot.gov/programmanagement/maintenance/2022jul/maintenance-specifications---july-2022E21Q1
- TEMPORARY PAVEMENT (21152215201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE, 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 23,575.000 0334- 1- 12, RAISED PAVEMENT MARKER, TYPE B EA 4,529.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 6.710 0710- 11-131 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 10-30 OR 3-9 SKIP, 6" WIDE GM 0.900 0710- 11-170 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS EA 26.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/may21/e21q1.pdf?sfvrsn=a7e243ae_120250312_208819-3_SR10_72100
1.3 1.7 1.0 4.0 LR 4.0B IIIM P Pavement change all lanes: MP 3.426, MP 4.802, MP 5.680 (+/-) = Performed adjacent to or on top of Approach / Leave slab Pavement Evaluation Coring and Condition Data, Pavement Layer C o r e L e n g t h ( i n . ) B a s e T y p e Crack P, Pavement Layer C o r e L e n g t h ( i n . ) Pavement Evaluation Coring and Condition, = Center Turn Lane CC = Center Crown Pavement Evaluation Coring and Condition Data Cored
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20250312_208819-3_sr10_72100.pdf?sfvrsn=33429630_120250415_209543-6_SR212_72190
raveling, grinding, depression in OWP Pavement Evaluation Coring and Condition Data Cored, o s t L a n e W h e e l P a t h Pavement Layer C o r e L e n g t h ( i, Light raveling Remarks:Pavement change all lanes: MP 4.581, MP 5.030 (+/-) = Core perfomed just off, e N u m b e r M i l e P o s t L a n e W h e e l P a t h Pavement Layer C o r e L e n g t h ( i n . ) Pavement Evaluation Coring and Condition Data Cored
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20250415_209543-6_sr212_72190.pdf?sfvrsn=78fff213_1E21Q1-06-11-25
- TEMPORARY PAVEMENT (21152215201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE, 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 23,575.000 0334- 1- 12, RAISED PAVEMENT MARKER, TYPE B EA 4,529.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 6.710 0710- 11-131 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 10-30 OR 3-9 SKIP, 6" WIDE GM 0.900 0710- 11-170 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS EA 26.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/jun11/e21q1-06-11-25.pdf?sfvrsn=1d014825_120250312_443256-1_SR15_74030
1.8 2.2 4.0 LR=3.2 F Patch in Lane L2 @ MP 4.226 Remarks:Pavement change all lanes: MP 4.312, MP, Pavement Layer C o r e L e n g t h ( i n . ) B a s e T y p e Crack P, Shoulders Pavement Evaluation Coring and Condition Data Cored By: UNIVERSAL 03/12/25 Page top Date, 0.5 1.0 0.5 5.6 LR Pavement Evaluation Coring and Condition Data Cored By: UNIVERSAL 03/12/25, N u m b e r M i l e P o s t L a n e W h e e l P a t h Pavement Layer C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/74/20250312_443256-1_sr15_74030.pdf?sfvrsn=2c5415ab_1446830-1 Final 4P
the sidewalk is placed on the front slope, Install sod between the edge of shoulder pavement and the face, Optional Base o Optional Base Group 01 for Shoulder pavement o Optional Base Group 09 for Roadway pavement Turnout Construction o For driveway replacement Milling Existing Asphalt Pavement, 1.5-in Avg. Depth o Driveway resurfacing o Crosswalk alignment Superpave Asphaltic, pavement o Superpave Asphaltic Concrete, Traffic C, 1.5-in – Driveway pavement o Superpave Asphaltic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26119/446830-1-final-4p.pdf?sfvrsn=fae866f8_120250913_450726-1_SR 45_12020
9.4 4.1 C II S F STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, ) Cored By: Median Curbed (Y/N): 25.906 450726-1 CRACK All Cores PAVEMENT LAYER (IN.) Lee SR, 9/13/2024 Lanes: N of Pondella Rd N of SR 78 Inside: Shoulder Type and Condition: Overall Pavement, OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County, (Y/N): 25.906 450726-1 CRACK All Cores PAVEMENT LAYER (IN.) Lee SR No.: Paved BASE 1.124
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20250913_450726-1_sr-45_12020.pdf?sfvrsn=fbabcbbc_1Historical Item Averages Market Area 09
RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D 0102 89 1 1 $.01 $.10 10.000 LO N TEMPORARY CRASH, $643,244.80 207,328.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 0327 70 4 3 $3.22 $716,325.38 222,652.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 0327 70 5 2 $13.69 $58,678.28 4,286.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 0327 70 6 7 $2.82 $1,226,257.75 434,189.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 0327 70 7 1 $3.90 $47,178.30
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-09.pdf?sfvrsn=e0659659_6