7241 search results for Pavement
20220707_445920-1_SR 43_10010000
1.7 0.6 1.8 0.8 0.5 6.5 8.3 12.0 2.6 C III S P 5.941 Outside: PAVED Overall Pavement Condition (from, & N 2022 - Mainline, Bridge and Crossover Cores (ML/BR/CO) PAVEMENT LAYER (IN.) BASE CRACK MLK, and Condition: 6, 4 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION, 5.941 Outside: PAVED Overall Pavement Condition (from DMO field review): Fair Median Curbed (Y/N, (ML/BR/CO) PAVEMENT LAYER (IN.) BASE CRACK MLK BLVD Inside: PAVED/CURBED County: HILLSBOROUGH SR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20220707_445920-1_sr-43_10010000.pdf?sfvrsn=e91d404b_3E8V54BidTabs
, bridge repairs, and signing and pavement markings on Southern Connector Extension (SR 417) from MP 2.1, 68,314.00000 68,314.00 200,000.00000 200,000.00 0075 0102 2200 SPECIAL DETOUR- TEMPORARY PAVEMENT, 240,000.00 0080 0102 2200 SPECIAL DETOUR- TEMPORARY PAVEMENT 44588415201 (13147.000) SY (LS, 8,736.00 0230 0327 70 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 32,467.000 SY 1.31000 42,531.77 2.70000 87,660.90 2.00000 64,934.00 0235 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/nov14/e8v54bidtabs.pdf?sfvrsn=ce8601ce_120241216_436157-4_SR25_26010
" SPAL Cored By: Pavement Evaluation Coring and Condition Data D2 MATERIALS Date: 12/16/24 Page, 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 B, = Separated SHOV = Shoving 15.785 Bike Lane starts OR Pavement in Gutter thorughout project SPAL, SLR, 15.780 OL Pavement in Gutter thorughout project SPAL, SEP@1.6" SPAL,MR SPAL,SLR SPAL,SLR SLR, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/26/20241216_436157-4_sr25_26010.pdf?sfvrsn=922d471c_120250317_447526-2_SR5_78020
, spalling Remarks:Pavement change: all Right Lanes @ 15.650, all Left Lanes @ MP 15.034, Lane R2 @ MP, 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 . ) B, RD 4 State Road No.: SR5 Cross Ridge Drive Shoulders Pavement Evaluation Coring and Condition, 1.4 2.9 RAP F 2815.570 OL N 1.2 2.3 3.5LR=11.5" F Pavement Evaluation Coring and Condition Data, a t h Pavement Layer C o r e L e n g t h ( i n . ) B a s e T y p e Crack
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/78/20250317_447526-2_sr5_78020.pdf?sfvrsn=a2e048b0_120230717_436333-1_Richardson Rd_27000
RAP=6.1" F Pavement Evaluation Coring and Condition Data Cored By: D2 Materials 07/17/23 Page, 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 e n t C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/27/20230717_436333-1_richardson-rd_27000.pdf?sfvrsn=7694e3c4_120230719_210870-2_Main St_38000
LR=6.7 2.3B II M P I500' E L1 OWP 1.1 0.8 0.8 2.7 LR 2.7B II L P Pavement Evaluation Coring, r B r i d g e L a n e W h e e l P a t h Pavement Layer C o r e L e n g
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/38/20230719_210870-2_main-st_38000.pdf?sfvrsn=6c424f38_120220404_4061435_SR 91_ 93120
) Lanes: 6 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION, k n e s s Pavement Layer Type (in.) D e p t h T y p e C l a s s E x t e n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/93-palmbeach/20220404_4061435_sr-91_-93120.pdf?sfvrsn=ad691d5_1546-010
1 0 / 3 / 2 0 2 3 1 : 5 0 : 0 3 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX 0 Ƌ (±Ƈ) Rumble Strip (Typ.) 6" Pavement Marking Edge of Traveled Way of Rigid Pavement or Longitudinal Joint Edge of Friction Course LOCATION B A SURFACE (IN.) DEPTH FROM RUMBLE STRIP DEPTH TABLE 1 6 " 12" (±1") ") 2 1 7" (± D e p t h Surface Rumble Strip (Typ.) 1 6 " 2 " 4 " T r a v e l e d W a y
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/546-010.pdf?sfvrsn=2d881363_1E3W67
- OPTIONAL BASE, BASE GROUP 06 SY 241.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG, ,TRAFFIC B, FC-12.5, PG 76- 22 TN 6,568.700 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 177.200 0425
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2023/nov09/e3w67.pdf?sfvrsn=fbff32a4_120231024_209568-2_SR10_72010
ON RAMP BULLNOSE COMMENTS CORE NO. MILE POST LANE WHEEL PATH (Y or N) PAVEMENT LAYER, of Transportation PAVEMENT EVALUATION CORING AND CONDITION DATA SHEET Cored/Logged By: Meskel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20231024_209568-2_sr10_72010.pdf?sfvrsn=347cf9f5_120230724_209537-9_SR201_72145
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, (US301A) Shoulders Pavement Evaluation Coring and Condition Data Cored By: D2 Materials 07/24/23 Page
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20230724_209537-9_sr201_72145.pdf?sfvrsn=95d3c472_120200709_445468-1_SR 35_16210
3.60 6.70 21.00 6.00 4.50 MIN 0.60 1.10 1.30 1.10 1.20 3.20 12.00 6.00 1.50 Pavement Condition OL, Measuring Instrument (DMI). C. Allred POLK 445468-1 CRACK Mainline Cores (ML) PAVEMENT LAYER, OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin, . For pavement design assume 12 inches of thickness for stabilization. Lane Designations Crack Type, 6.20 21.00 2.10 MIN 0.70 1.20 1.40 2.20 1.20 4.30 12.00 1.00 Pavement Condition OL - Outside Left
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20200709_445468-1_sr-35_16210.pdf?sfvrsn=291067a_1E6P27
MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 250.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/apr25/e6p27.pdf?sfvrsn=843e9994_12017 Southeastern Regional Maintenance Conference
Topic 1: Safety Rest Area Program Topic 2: Automated Pavement Data Collection Topic 3: New Pavement Analyst System Topic 4: Hurricane Harvey Response and Recovery PowerPoint PPTX - 20.1 MB
https://www.fdot.gov/maintenance/conf-reg17/2017seregpresentations.shtmRedlines Exhibit 230-14
Throughout The Transition Where White Delineators Shall Be Used W W Point Where Pavement, TYPICAL SIGNING AND PAVEMENT MARKINGS Index 711-001 See Standard Plans, Index 711-001 See Standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-230-14.pdf?sfvrsn=9260aa93_1Exhibit 212-9
must be analyzed independently to assure adequate return pavement for NOTE: semitrailer. intersect at 90° to the mainline. Swept paths are by AutoTURN 11 for the AASHTO 2018 WB-62 tractor- pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-212-9.pdf?sfvrsn=da62d893_1Exhibit 230-5-6-7
and pavement Installation Details 1) 2) upstream of stop bar, if present. Place Wrong-Way arrows four feet control. markings for signalized and stop Wrong-Way signing and pavement ONE-WAY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-230-5-6-7.pdf?sfvrsn=2e1dab9b_120240708_210265-8_SRA1A_78040
10.200L1O 0.8 2.8 3.6 LR 1.9B II L P Pavement Evaluation Coring and Condition Data Cored By: CSI Geo, s t L a n e W h e e l P a t h Pavement Layer B a s e T y p e S l o p e, 1.43.1 4.5 LR F 39 10.700ORN 0.93.0 3.9 LR P 40 11.700ORN 1.13.4 4.5LR=9.5" F Pavement Evaluation, o r 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, Project No.: 210265-8 Name: SR A1A Lanes: 4 Pavement Evaluation Coring and Condition Data Cored
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/78/20240708_210265-8_sra1a_78040.pdf?sfvrsn=59613d67_1Exhibit 230-14
Throughout The Transition Where White Delineators Shall Be Used W W Point Where Pavement, TYPICAL SIGNING AND PAVEMENT MARKINGS Index 711-001 See Standard Plans, Index 711-001 See Standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-230-14.pdf?sfvrsn=52198798_2546-010
9 / 1 0 / 2 0 2 4 2 : 0 1 : 1 5 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX 0 Ƌ (±Ƈ) Rumble Strip (Typ.) 6" Pavement Marking Edge of Traveled Way of Rigid Pavement or Longitudinal Joint Edge of Friction Course LOCATION B A SURFACE (IN.) DEPTH FROM RUMBLE STRIP DEPTH TABLE 1 6 " 12" (±1") ") 2 1 7" (± D e p t h Surface Rumble Strip (Typ.) 1 6 " 2 " 4 " T r a v e l e d W a y
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/546-010.pdf?sfvrsn=1c2a08fb_1