7444 search results for Pavement
20250915_452784-1_SR 45_17020000
Pavement Condition (from DMO field review): Fair Typical Section: 9/15/2025 Lanes: S of SR 758, 41 B) Cored By: Median Curbed (Y/N): 15.248 452784-1 CRACK All Cores PAVEMENT LAYER (IN.) SARASOTA SR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, and Condition: Overall Pavement Condition (from DMO field review): Fair Typical Section: 9/15/2025, PAVEMENT LAYER (IN.) SARASOTA SR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20250915_452784-1_sr-45_17020000.pdf?sfvrsn=a697c1fa_120250915_452784-1_SR 45_17020000
Pavement Condition (from DMO field review): Fair Typical Section: 9/15/2025 Lanes: S of SR 758, 41 B) Cored By: Median Curbed (Y/N): 15.248 452784-1 CRACK All Cores PAVEMENT LAYER (IN.) SARASOTA SR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, and Condition: Overall Pavement Condition (from DMO field review): Fair Typical Section: 9/15/2025, PAVEMENT LAYER (IN.) SARASOTA SR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20250915_452784-1_sr-45_17020000d0b743b0-964b-4c46-8016-15b9b5c61c7c.pdf?sfvrsn=555d9a4d_1D2-02-25-2026BSN
and replacing open graded friction course (FC-5), pavement markings, and reflective pavement, friction course (FC 12.5), pavement markings, reflective pavement markers and traffic signal loops, ) (TN) 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 231,000.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 10,000.000 0337- 7- 25 ASPHALT CONCRETE FRICTION, RAISED PAVEMENT MARKER, TYPE B EA 4,019.900 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2026/feb25/d2-02-25-2026bsn.pdf?sfvrsn=68cb0382_1FGB Sub-Committee Meetings - December 2025 - Chapter 3
Relationship to other design elements (e.g., pavement design) Safety characteristics Need, right of way and pavement width requirement exceptions for new construction on low volume roads, Symbol of Accessibility (Accessible Parking Pavement Marking) and the required signage designating, Rate of Change in Pavement Edge Elevation for Curves at Intersections Table 3-37: Maximum Algebraic Difference in Pavement Cross Slope at Turning Roadway Terminals Reference to AASHTO Green
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/2026/fgb-sub-committee-meetings---december-2025---chapter-3.pdf?sfvrsn=cead891c_1D1-08-15-24BSN
and resurfacing, and pavement markings on State Road 700 (US 98) from bridge #910090 northwesterly to NW 80th, PAVEMENT, 2 1/2" AVG DEPTH SY 87,158.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG, , SOD SY 18,739.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,163.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 12.235 0710- 11-124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR DIAGONAL OR CHEVRON, 18" LF 445.000 0710- 11-125 PAINTED PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/aug15/d1-08-15-24bsn.pdf?sfvrsn=5b00febe_1D1-09-19-24BSN
and pavement markings on SR 66 from West of Sweetwater Road to Highlands County line in Hardee County, MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 109,661.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 42,917.000 0334- 1- 53 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, 12,587.800 0570- 1- 2 PERFORMANCE TURF, SOD SY 24,048.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,147.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 15.465 0710
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/sep19/d1-09-19-24bsn.pdf?sfvrsn=d306ab86_1E56F7BidTabs
, pavement markings, and traffic monitoring site on State Road 15/500 from East of Harmony Square Drive, 56.00000 43,788.64 0070 0327 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 9,030.000 SY, PAVEMENT, 1 1/2" AVG DEPTH 2,328.000 SY 10.00000 23,280.00 6.25000 14,550.00 8.85000 20,602.80 Page, is bid as Lump Sum 0001 Roadway SECTION: 0080 0327 70 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4, PAVEMENT MARKER, TYPE B 1,996.000 EA 7.00000 13,972.00 4.50000 8,982.00 5.00000 9,980.00 0125
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/apr01/e56f7bidtabs.pdf?sfvrsn=9c1fe95f_120240430_450637-1_SR 500 (US 27-441)_36220
4.5 LR 5.1 B SL I L P Split Core Thicker Pavement Noted to the Left (R2) 9B 4.765 0.5 OR 2.3 2.3 LR 7.3 B SL I L P Split Core Thinner Pavement Noted to the Right (OR) 10 5.620 3.0 R2 X 1.3 1.8 1.1, PAVEMENT EVALUATION AND CONDITION DATA SHEET 450637-1 4/29/24-4/30/24 Ardaman & Associates SR 500, Pavement Layer (in.) Base Crack Pavt Cond. Rut Depth (in.) Cross Slope (%) Comments Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack Types
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/36/20240430_450637-1_sr-500-(us-27-441)_36220.pdf?sfvrsn=38e034be_1E8W42BidTabs
, Florida. The work includes, but is not limited to: asphalt pavement milling and resurfacing, widening, reconstruction, and placement of new asphalt pavement; construction of plain cement concrete pavement in truck parking areas; removal of concrete picnic tables; miscellaneous drainage improvements, ; and upgrades to lighting, signing and pavement markings. No Pre-Bid Conference. Contractor must, SPECIAL DETOUR- TEMPORARY PAVEMENT 44262015201 (2995.000) SY (LS) 50,000.00000 50,000.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2025/nov18/e8w42bidtabs.pdf?sfvrsn=9b3d6bb4_120210623_210030-2_SR19_76020
patches in L1: 16.261-16.285 curve Remarks:pavement change all lanes: 12.010, 19.274, 19.640 patch OWP, 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 B a s e T, State Road No.: SR19 Cross Florida Barge Canal Shoulders Pavement Evaluation Coring and Condition Data, 4016.100L1 N 1.7 1.5 0.5 0.6 0.7 5.0 LR 2.0B IB L P Pavement Evaluation Coring and Condition Data, h e e l P a t h Pavement Layer C o r e L e n g t h B a s e T y p e Crack
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/76/20210623_210030-2_sr19_76020.pdf?sfvrsn=cc913bc3_3521-005IntReviewPkg
the lowered pavement surface. 3" below the location shown herein on one side of the barrier, for in the Plans, the nominal pavement surface elevation may be placed up to the barrier face, per, visually smooth and even pavement at 2 1 ± 7. FINISH GRADE ELEVATION: At the barrier face location, the finish grade pavement has a vertical position tolerance of concrete cover is permitted, Pavement Area 14 2 521-005 CONCRETE BARRIER AT TOLL SITES 11/01/24 layout in the Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/521-005intreviewpkg.pdf?sfvrsn=5345165c_1521-005IndReviewPkg
the lowered pavement surface. 3" below the location shown herein on one side of the barrier, for in the Plans, the nominal pavement surface elevation may be placed up to the barrier face, per, visually smooth and even pavement at 2 1 ± 7. FINISH GRADE ELEVATION: At the barrier face location, the finish grade pavement has a vertical position tolerance of concrete cover is permitted, Pavement Area 14 2 521-005 CONCRETE BARRIER AT TOLL SITES 11/01/24 layout in the Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/521-005indreviewpkg.pdf?sfvrsn=f5827b27_1521-005FHWAReviewPkg
the lowered pavement surface. 3" below the location shown herein on one side of the barrier, for in the Plans, the nominal pavement surface elevation may be placed up to the barrier face, per, visually smooth and even pavement at 2 1 ± 7. FINISH GRADE ELEVATION: At the barrier face location, the finish grade pavement has a vertical position tolerance of concrete cover is permitted, Pavement Area 14 2 521-005 CONCRETE BARRIER AT TOLL SITES 11/01/24 layout in the Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/521-005fhwareviewpkg.pdf?sfvrsn=86375ace_1521-005
such that the barrier's concrete bottom remains embedded at least 1" below the lowered pavement surface. 3, its entire 8. MINOR GRADE SEPARATION: Where called for in the Plans, the nominal pavement surface, the locations shown herein, relative to the barrier elevation. Maintain visually smooth and even pavement at 2 1 ± 7. FINISH GRADE ELEVATION: At the barrier face location, the finish grade pavement has, 56" Height 38" Height Split Sections Toll Loop Pavement Area 14 2 521-005 CONCRETE BARRIER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-005.pdf?sfvrsn=5cd83dba_120240813_210223-9_SR13_78070
1.2B II L P Pavement change all lanes:MP 6.812, 6.972, 7.004, 7.239, 8.053-8.066(patch), 8.866, 9.385, 10.017, 11.300, 11.693, 12.421, 12.500, 12.659 Pavement change R1: MP 12.367 Pavement Evaluation, a t h Pavement Layer C o r e L e n g t h B a s e T y p e Crack P a v e m, 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 Pavement Evaluation Coring and Condition Data Cored By: UNIVERSAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/78/20240813_210223-9_sr13_78070.pdf?sfvrsn=2cef1ff0_1521-005FHWAApproved
the lowered pavement surface. 3" below the location shown herein on one side of the barrier, for in the Plans, the nominal pavement surface elevation may be placed up to the barrier face, per, visually smooth and even pavement at 2 1 ± 7. FINISH GRADE ELEVATION: At the barrier face location, the finish grade pavement has a vertical position tolerance of concrete cover is permitted, Split Sections Toll Loop Pavement Area 14 2 521-005 CONCRETE BARRIER AT TOLL SITES 11/01/24
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/521-005fhwaapproved.pdf?sfvrsn=767e3bb0_120250207_209441-5_SRA1A_72260
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, DR) 2 State Road No.: A1A NORTH OF FT. GEORGE INLET Shoulders Pavement Evaluation Coring, a n e W h e e l P a t h Pavement Layers C o r e L e n g t h ( i n . ) B, / o u t ) State Road No.: A1A Shoulders County: Duval N/A Pavement Evaluation Coring, 489.453OR N 0.9 2.2 3.1 LR F Pavement Evaluation Coring and Condition Data Cored By: UNIVERSAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20250207_209441-5_sra1a_72260.pdf?sfvrsn=78826a6f_144788715201-ESTIMATES-QUANTITIES
Type III Barricade ED 29 120 3480 3480 Phase I 0710 11101 Painted Pavement Markings, Standard, White, 53+05.59 131+82.37 LT/RT ... ... ... 5/9/2025 10:49:06 AM Page 6 of 30 Summary of Pavement, SL72 53+09.58 53+56.40 LT/RT 158604 Pavement Restoration 49.56 SL72 53+09.84 56+69.83 LT 139697 1.5" Lift 17.22 SL72 54+90.02 55+69.79 LT 139681 Pavement Restoration 2.56 SL72 54+90.06 55+09.94 RT 12738 Pavement Restoration 38.44 SL72 57+32.36 59+32.21 LT 80902 Pavement Restoration 14.37 SL72
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26121/44788715201-estimates-quantities.pdf?sfvrsn=5fa0679b_15140100FHWA
(Special) Rock, Rubble without bedding stone Ditch Pavement (Rubble Riprap) without bedding stone, Concrete with bedding stone Ditch Pavement (Rubble Riprap) with bedding stone 524-001 Joint Cover, Joints 400-289 and 400-291 Concrete Pavement Subdrainage 446-001 Joint Cover for Mechanically Stabilized Earth Retaining Wall with Sand or Limerock Backfill D-4 Slope Pavement Ditch Pavement, D-1 Revetment (Special) Rock, Rubble without bedding stone Ditch Pavement (Rubble Riprap) without
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/5140100fhwa.pdf?sfvrsn=28e6a079_1521-005
such that the barrier's concrete bottom remains embedded at least 1" below the lowered pavement surface. 3, its entire 8. MINOR GRADE SEPARATION: Where called for in the Plans, the nominal pavement surface, the locations shown herein, relative to the barrier elevation. Maintain visually smooth and even pavement at 2 1 ± 7. FINISH GRADE ELEVATION: At the barrier face location, the finish grade pavement has, 56" Height 38" Height Split Sections Toll Loop Pavement Area 14 2 521-005 CONCRETE BARRIER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-005.pdf?sfvrsn=535b76c4_1