7444 search results for Pavement

E21R8

, and incidentals to mill and resurface roadways, replacement of all thermoplastic striping, reflective pavement

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2026/feb18/e21r8.pdf?sfvrsn=506ef871_1

D1-02-19-26FuelAllocationReport

Diesel 0339- 1- TN MISCELLANEOUS ASPHALT PAVEMENT 0.0000 2.4685 30.000 0.000 74.055 43792917293 JOB

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2026/feb19/d1-02-19-26fuelallocationreport.pdf?sfvrsn=7e600feb_1

E1Y55-R0

1,000.000 E577- 71- BLADING PAVED SHOULDER, UP TO 24" BEYOND PAVEMENT LF 6,500.000 Page 9 Bid

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2026/mar19/e1y55-r0.pdf?sfvrsn=a9f8ee09_1

RStandardPlansFY2024-25e

Of Pavement ITS Intelligent Transportation Systems Auxil. Auxiliary EA or Ea. Each ----------------- J, ----------------- U ----------------- NHW Normal High Water RPM Raised Pavement Markers UL Underwriters, ----------------- Pavt. Pavement sq Square Yd. Yard PBR Pedestrian/Bicycle Railing Sq. Ft., SF, sf or S.F. Square Foot, Bituminous Treatments, Surface Courses, and Concrete Pavement 000-510 Superelevation Transitions - High Speed Roadways Concrete Pavement 000-511 Superelevation Transitions - Low Speed Roadways

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/rstandardplansfy2024-25e.pdf?sfvrsn=d29c93ff_3

RStandardPlansFY2024-25e

Of Pavement ITS Intelligent Transportation Systems Auxil. Auxiliary EA or Ea. Each ----------------- J, ----------------- U ----------------- NHW Normal High Water RPM Raised Pavement Markers UL Underwriters, ----------------- Pavt. Pavement sq Square Yd. Yard PBR Pedestrian/Bicycle Railing Sq. Ft., SF, sf or S.F. Square Foot, Bituminous Treatments, Surface Courses, and Concrete Pavement 000-510 Superelevation Transitions - High Speed Roadways Concrete Pavement 000-511 Superelevation Transitions - Low Speed Roadways

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/rstandardplansfy2024-25e.pdf?sfvrsn=c6274fac_2

RStandardPlansFY2025-26e

. Invert ATPB Asphalt Treated Permeable Base E.P. or EOP Edge Of Pavement ITS Intelligent, ----------------- NHW Normal High Water RPM Raised Pavement Markers UL Underwriters Laboratories No. Number R/R, ----------------- Spec. Specification ----------------- Y ----------------- Pavt. Pavement sq Square Yd. Yard, Courses, and Concrete Pavement 000-510 Superelevation Transitions - High Speed Roadways Concrete Pavement 000-511 Superelevation Transitions - Low Speed Roadways 330-001 Paved and Graded Driveways

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/rstandardplansfy2025-26e.pdf?sfvrsn=b5544323_2

RStandardPlansFY2025-26

. Invert ATPB Asphalt Treated Permeable Base E.P. or EOP Edge Of Pavement ITS Intelligent, ----------------- NHW Normal High Water RPM Raised Pavement Markers UL Underwriters Laboratories No. Number R/R, ----------------- Spec. Specification ----------------- Y ----------------- Pavt. Pavement sq Square Yd. Yard, Courses, and Concrete Pavement 000-510 Superelevation Transitions - High Speed Roadways Concrete Pavement 000-511 Superelevation Transitions - Low Speed Roadways 330-001 Paved and Graded Driveways

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/rstandardplansfy2025-26.pdf?sfvrsn=1e67253b_8

RStandardPlansFY2025-26e2

. Invert ATPB Asphalt Treated Permeable Base E.P. or EOP Edge Of Pavement ITS Intelligent, ----------------- NHW Normal High Water RPM Raised Pavement Markers UL Underwriters Laboratories No. Number R/R, ----------------- Spec. Specification ----------------- Y ----------------- Pavt. Pavement sq Square Yd. Yard, Courses, and Concrete Pavement 000-510 Superelevation Transitions - High Speed Roadways Concrete Pavement 000-511 Superelevation Transitions - Low Speed Roadways 330-001 Paved and Graded Driveways

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/rstandardplansfy2025-26e2.pdf?sfvrsn=c22397f2_1

E6O98-R0BidTabs

( ) indicates item is bid as Lump Sum 0001 (PAVEMENT STRIPING (LARGE MACHINE) (LM SECTION: 0005 0711, (PAVEMENT STRIPING (LARGE MACHINE) (LM SECTION: 0025 0711 12121 THERMOPLASTIC, REFURBISHMENT, WHITE, GROUP LLC (3) HIGHWAY STRIPING, INC. Units ( ) indicates item is bid as Lump Sum 0001 (PAVEMENT, THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE TO REMAIN 200.000 SF 4.50000, . Units ( ) indicates item is bid as Lump Sum 0001 (PAVEMENT STRIPING (LARGE MACHINE) (LM SECTION: 0100

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2023/jul27/e6o98-r0bidtabs.pdf?sfvrsn=f52ae68b_1

20230419_4496881_SR570_16470

Typical Section No.: W.P.I. No.: Name: Lanes: R1 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT, l P a t h Pavement Layer Type (in.) Base Comments L a t i t u d e L o n g i t, DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA Cored by: Ardaman, p e Pavement Layer Type (in.) Base (in.) (%) Core Lgth (in.) LR ABC T o t a l Yes, OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA Cored by: Ardaman & Associates, Inc

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/16-polk/20230419_4496881_sr570_16470.pdf?sfvrsn=b76ebf30_1

D4-01-05-24BSN

PAVEMENT MARKERS 45358017201(*) DIST/ST-WIDE 17 E4X23-R0 TREASURE COAST HERBICIDE - ROUTINE, , driveways, bus boarding pad), pavement markings (detectable, raised, painted, thermoplastic), pavers, patterned pavement, green bike lanes, signing (single-post, object marker, panel, internally, PAVEMENT, 2" AVG DEPTH SY 57,664.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY, - PATTERNED PAVEMENT SY 1,084.000 0527- 2- DETECTABLE WARNINGS SF 300.000 0570- 1- 2 PERFORMANCE TURF, SOD

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/jan05/d4-01-05-24bsn.pdf?sfvrsn=119106e0_2

MANUEL (Manny) AGUIAR DRB RESUME v.012023

, asphalt pavement, signing, signalization, maintenance of traffic and striping. Contract Value $115, sound wall constructed along the right-of-way and asphalt pavement. Contract Value $105 Million, , embankment, drainage, asphalt pavement, median concrete barrier wall, a three-span bridge over, bridges, MSE walls, roadway reconstruction, asphalt resurfacing, drainage, signing and pavement, walls, drainage, sound barrier walls, tolling gantry, ITS, signing, pavement markings, lighting

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/manuel-(manny)-aguiar-drb-resume-v-012023.pdf?sfvrsn=f6c0c2fe_3

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_3

E8V54BidTabs

, 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_1

20241216_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_1

20250317_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_1

20230717_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_1

20230719_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_1

20220404_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_1

546-010

 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_1
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