7444 search results for Pavement
E21B5
CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 40.000 Page 1 Bid Solicitation Notice - Proposal Item, - TEMPORARY PAVEMENT (44928675201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE, Description Unit Quantity 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 2,024.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 810.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 22,389.000 0327- 70- 13 MILLING EXISTING ASPHALT PAVEMENT, 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/apr16/e21b5.pdf?sfvrsn=5d3cd67_1E21B5-05-21-25
- BRIDGE, 36" SINGLE-SLOPE LF 445.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 40.000, - 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44928675201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY, - OPTIONAL BASE, BASE GROUP 12 SY 5,366.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 2,024.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 810.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 22,389.000 0327- 70- 13 MILLING EXISTING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/may21/e21b5.pdf?sfvrsn=5dddc17a_5E8V66-04-25-25
) including roadway, drainage, signing and pavement markings, lighting, signalization, ITS, bridge, CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 396.000 0630- 2- 16 CONDUIT, FURNISH & INSTALL, - MAINTENANCE OF TRAFFIC (44276425201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT, RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 11,897.000 0102- 89- 1 TEMPORARY CRASH CUSHION, 3,769.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 2,152.000 0327- 70- 12
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/apr25/e8v66-04-25-25.pdf?sfvrsn=540dc70d_1E3X19
(21791095201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (21791095201) LS 1.000 0102- 2-300, /DRIVEWAY BASE- OPTIONAL MATERIALS SY 1,031.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 11,065.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 2,104.000, 2,435.700 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 13.400 0350- 30- 13 CONCRETE PAVEMENT, 13,588.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 632.000 Page 8 Bid Solicitation Notice - Proposal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jun12/e3x19.pdf?sfvrsn=1fb19577_120240417_450973-1_SR 15-600 (US 17-92)_79040
– – – – – F Take core on newer pavement -- near Ft. Florida Rd.) *core north of traffic loop 7 1.719 4.0 R2, . No: 79040-101 // 79040-000 St. Johns River Bridge State of Florida Department of Transportation PAVEMENT, of lane (ft) Lane Wheel Path 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, Depth of "B" indicates full depth crack to the base. EOP = Edge of Pavement Project No.: Cored
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/79/20240417_450973-1_sr-15-600-(us-17-92)_79040.pdf?sfvrsn=4ce86fd_12026 FDM Complete
on the element of design. Lanes Auxiliary Lane: The designated widths of roadway pavement marked, of a roadway which has been designated by striping and special pavement markings for use by bicyclists, the existing pavement cross slopes are not intentionally modified or changed (i.e., applicable, curvature and grade. Roadway Roadways consist of prepared surfaces (asphalt or concrete pavement, for pavement design on this project. I hereby attest that these have been developed in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026-fdm-complete.pdf?sfvrsn=d620b4ad_13117eBook_SS_DLH
Pavement ........................................... 210 BASE COURSES 200 Rock Base, Reclaimed Asphalt Pavement Base, ..................................................................................................... 246 BITUMINOUS TREATMENTS, SURFACE COURSES, AND CONCRETE PAVEMENT 300 Prime and Tack, .............................................. 252 327 Milling of Existing Asphalt Pavement, ......................................................................... 297 338 Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/ebook/117ebook_ss_dlh.pdf?sfvrsn=26faa05d_0117eBook
Pavement ........................................... 210 BASE COURSES 200 Rock Base, Reclaimed Asphalt Pavement Base, ..................................................................................................... 246 BITUMINOUS TREATMENTS, SURFACE COURSES, AND CONCRETE PAVEMENT 300 Prime and Tack, .............................................. 252 327 Milling of Existing Asphalt Pavement, ......................................................................... 297 338 Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/ebook/117ebook.pdf?sfvrsn=bb783e70_0FMPP January 2024 Meeting Summary_final
workshops. o There is a high bar for safety, and are we willing to sacrifice pavement conditions? How, . This provides the official numbers for planning documents. • PM2 Pavement Roads o When FDOT collects pavement condition data, it looks for the following: Crackling Raveling Faulting Roughness Rutting Crackling and Spalling. o These measures ensure safe roads and good pavement conditions and avoid expensive repairs. o Laser Crack Measurement System is used to complete pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/metrosupport/fmpp/2024_1-january/fmpp-january-2024-meeting-summary_final.pdf?sfvrsn=217f6424_1E1W92BidTabs
and resurfacing, pavement markings, curb and gutter, sidewalk, and signalization on SR 90 from N, 3,241.98 1,163.32000 3,489.96 125.00000 375.00 0129 0327 70 2 MILLING EXISTING ASPHALT PAVEMENT, 3, 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 173,572.000 SY 2.85000 494,680.20, 3.10000 37,999.80 0185 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 4,313.000 EA 5.40000 23,290.20 5.82000 25,101.66 4.50000 19,408.50 0190 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2024/dec05/e1w92bidtabs.pdf?sfvrsn=df9c4e27_1E1X69BidTabs
, Pavement Markings, loop assemblies and Curb Ramp Replacement on State Road 600 (US 92 / US 17, : 0125 0327 70 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 164,293.000 SY 2.19000 359,801.67 1.53000 251,368.29 2.90000 476,449.70 0130 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2, 138,126.70 3.51000 91,997.10 5.41000 141,796.10 0175 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 5,556.000 EA 4.11000 22,835.16 5.50000 30,558.00 3.63000 20,168.28 0180 0710 11101 PAINTED PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/aug21/e1x69bidtabs.pdf?sfvrsn=c47161f8_1E58F9BidTabs
/Pavement Markings on State Road 500 (US 441) from Lakeshore Boulevard to Lake Eustis Drive, 3,456.00 24.30000 9,331.20 0070 0327 70 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH, ASPHALT PAVEMENT, 2" AVG DEPTH 31,050.000 SY 1.85000 57,442.50 2.30000 71,415.00 3.20000, ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 13,645.000 SY 3.75000 51,168.75 8.55000 116,664.75 3.95000 53,897.75 0085 0327 70 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH 985.000 SY 18.30000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/dec02/e58f9bidtabs.pdf?sfvrsn=d7902a3a_12021FDM210ArterialsCollectors
Lanes Design criteria for lane widths and pavement slopes are given by lane type, design speed, between the on-street parking spaces and the travel lane. 210.2.4 Pavement Cross Slopes, as shown in Figure 210.2.1 , which prescribes standard pavement cross slopes. A Design Variation or a Design Exception is required when proposed pavement cross slopes do not meet the requirements, – Arterials and Collectors Figure 210.2.1 Standard Pavement Cross Slopes All Travel Lanes One
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2021/2021fdm210arterialscollectors.pdf?sfvrsn=74f8a505_320230626_4477021_SR589_14470
crack observed approximately 14' long. Pavement delamination observed between layers, . 4.711.5 4.7A -F 5.410.5 Pavement delamination observed between layers at an approximate depth, 1622.84R2 1522.67R2RWP ----F 5.111.0 1422.59R2RWP Pavement delamination observed between layers at an approximate depth of 3.0 inches. Crack depth noted is measured from bottom of pavement core upwards (i.e. bottom up crack). 2.4-- - --F Pavement delamination observed between layers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/14-pasco/20230626_4477021_sr589_14470.pdf?sfvrsn=c8158924_120230609_448937-1_ SR 25_09010
DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project, ) PAVEMENT LAYER (IN.) HIGHLANDS SR No.: Paved BASE 9.790 16.317 Lawn Y Curb & Gutter (Y/N): N, of Horn Rd S of Shoreline Dr Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO, OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., Mainline Cores (ML) PAVEMENT LAYER (IN.) HIGHLANDS SR No.: Paved BASE 9.790 16.317 Lawn Y Curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/09/20230609_448937-1_-sr-25_09010.pdf?sfvrsn=725eb99b_120231211_450337-1_SR 60_10140
N 1.0 3.2 4.2 19.8 F STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, ) PAVEMENT LAYER (IN.) Hillsborough SR No.: Paved Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review): Fair Typical Section: 1: MAINLINE 10/3/2023 Lanes: W, OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., /N): 4.250 450337-1 CRACK Mainline and GORE Cores (ML/GO) PAVEMENT LAYER (IN.) Hillsborough SR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20231211_450337-1_sr-60_10140.pdf?sfvrsn=ff20789b_120230822_448041-1_SR 586_15009
: 15009000 E OF FISHER RD Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO, 448041-1 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) PINELLAS SR No.: Paved: Y STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., : 15009000 E OF FISHER RD Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO, ): 0.323 448041-1 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) PINELLAS SR No.: Paved: Y STATE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/15/20230822_448041-1_sr-586_15009.pdf?sfvrsn=2da4c2d6_120231017_443255-1_SR105_72250
L1 O 1.5 3.5 5.0 LR 1.0B II M P Pavement change in Lanes R1/2: MP 5.293, 5.430, 5.580, 5.867, 5.890, 6.182 Pavement change in Lanes L1/2: MP 5.289, 5.507, 5.626, 5.870, 6.202 L2 patch: 4.070, L2, /trailing edge of pavement at the leave/approach slab Pavement Evaluation Coring and Condition Data, 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, 3.3 LR F +/- Indicate distance from leading/trailing edge of pavement at the leave/approach slab 88
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20231017_443255-1_sr105_72250.pdf?sfvrsn=31efd005_1E4W84
adjustments, manholes, manhole adjustments, trench drain, french drain, culvert), pavement markings, - OPTIONAL BASE, BASE GROUP 09 SY 498.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG, & SEALING JOINTS- CONCRETE PAVEMENT LF 55.000 0353- 70- CONCRETE PAVEMENT SLAB REPLACEMENT CY 10.400 0425, - 3 RAISED PAVEMENT MARKER, TYPE B EA 1,986.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 10.216 0710- 11-102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/sep06/e4w84.pdf?sfvrsn=91218803_1E50G5BidTabs
& Resurfacing, Signing/Pavement Markings, and Bridge Rehabilitation on SR 44 from Riverside Drive, ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 13,706.000 SY 2.45000 33,579.70 2.50000 34,265.00 6.00000, PAVEMENT, 3" AVG DEPTH 9,698.000 SY 4.35000 42,186.30 2.40000 23,275.20 5.00000 48,490.00 0130 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 10,069.000 SY 4.85000 48,834.65, 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 2.398 GM 1,699.90000 4,076.36
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2026/feb03/e50g5bidtabs.pdf?sfvrsn=c222946d_1