7444 search results for Pavement
20250910_209407-2_Park St_72000
Cored By: Pavement Evaluation Coring and Condition Data D2 Materials Date: 09/10/25 Page State Road, 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 P a v t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20250910_209407-2_park-st_72000.pdf?sfvrsn=4b5feb3e_1E2X45
- OPTIONAL BASE, BASE GROUP 06 SY 668.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY, , FC-12.5, PG 76- 22 TN 1,146.200 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 10.100 0400- 4- 8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/nov19/e2x45.pdf?sfvrsn=7affda22_1Section 900-999
Package Comments/Responses FHWA Approval July 2021 9020700 N/C FHWA FLEXIBLE-PAVEMENT, FOR PORTLAND CEMENT CONCRETE (STRUCTURAL, PAVEMENT, AND MISCELLANEOUS) Section 921 - Portland Cement, 9300701 Comments/Responses FHWA MATERIALS FOR PORTLAND CEMENT CONCRETE (STRUCTURAL, PAVEMENT, AND MISCELLANEOUS) Section 931 - Metal Accessory Materials for Concrete Pavement and Concrete, Pavement and Concrete Structures Cycle Review Package Comments/Responses FHWA Approval FY 2024-25
https://www.fdot.gov/specifications/history-of-revisions/section-900-999Resilience
such as pavement markings, roundabouts, and high mast lighting, and planning tools such as the Sea Level, activities, contact Jennifer Carver, Statewide Community Planning Coordinator or Mary Jane Hayden, Pavement
https://www.fdot.gov/planning/policy/resilience/default.shtmE3Z03
, DI, VP, DRUM, OR LCD ED 2,016.000 0102- 78- 1 TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, , YELLOW, 10'-30', 3'-9', 6'-10', or 2'-4' SKIP GM 0.612 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2026/mar12/e3z03.pdf?sfvrsn=fcbcd906_1Standard Plans-FY 2025-26
500 125-001 Utility Adjustments thru Existing Pavement 307 SPI 141-T01, Bituminous Treatments, Surface Courses and Concrete Pavement Concrete Pavement 330-001 Paved and Graded Driveways 515/516 SPI 350-001 Concrete Pavement Joints, Expansion Joint Concrete Pavement With Special Select Soil Base 306 SPI Structures Concrete, 241 3D 444-T01 Deep Well Injection Box 288 SPI 446-001 Concrete Pavement
https://www.fdot.gov/design/standardplans/2026/standard-plans-fy-2025-26Standard Plans - FY 2026-27
125-001 Utility Adjustments thru Existing Pavement 307 SPI 141-T01 Settlement, Bituminous Treatments, Surface Courses and Concrete Pavement Concrete Pavement 330-001 Paved and Graded Driveways 515/516 SPI 350-001 Concrete Pavement Joints 305 SPI, Joint Concrete Pavement With Special Select Soil Base 306 SPI Structures Concrete Structures, Well Injection Box 288 SPI 446-001 Concrete Pavement Subdrainage 287
https://www.fdot.gov/design/standardplans/current/27E21R3-R0BidTabs
0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 8,000.000 SY 3.00000 24,000.00 4.97000 39,760.00 6.11000 48,880.00 0010 0327 70 10 MILLING EXISTING ASPHALT PAVEMENT, 5" AVG DEPTH, EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH 4,000.000 SY 3.00000 12,000.00 4.97000 19,880.00, PAVEMENT MARKER(REMOVE AND REPLACE)(CLASS B) 200.000 EA 4.00000 800.00 8.00000 1,600.00 16.75000, (MECHANICAL) (TN SECTION: 0005 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/bid-tabs/2026/feb18/e21r3-r0bidtabs.pdf?sfvrsn=28d1d1a5_1Home
Search District 1 Construction Home Topics Construction / Materials Issues Pipe Deficiency Summary (*.pdf, 29 KB) Pipe Deficiency Summary Spreadsheet (*.xlsx, 16 KB) Asphalt Pavement Straightedge Test Report Form # 675-060-10 (*.pdf, 12 KB) Asphalt Pavement Straightedge Test Report Instructions (*.pdf, 15 KB) FDOT Verification Laboratories - District
https://www.fdot.gov/construction/districtoffices/d1web/home/home.shtm450726 Technical Scope_Final_Rev
of deficient pavement conditions noted in the 2022 Pavement Condition Survey. Additional improvement, approximately 1,188 feet north of the SR 45/Pondella Road intersection at the pavement joint (MP 25.906) to the apparent pavement joint approximately 428 feet north of the SR 45/SR 78 intersection at the pavement joint (MP 27.030). Begin Project MP 25.906 (NB Pavement Looking NB) Begin Project MP 25.906 (SB Pavement Looking SB) 5 End Project MP 27.030 (NB Pavement Looking NB) End Project MP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25113/450726-technical-scope_final_rev.pdf?sfvrsn=877fd8bb_1D4-08-02-24BSN
, resurfacing, friction course), drainage (inlet protection), signing (single-post), pavement, ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 35,054.000 0334- 1- 53 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 2.187 0710- 11-102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE AND URBAN ISLAND, 8" GM 0.074 0710- 11-123 PAINTED PAVEMENT, PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR CROSSWALK, 24" LF 636.000 0710- 11-131
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/aug02/d4-08-02-24bsn.pdf?sfvrsn=72bc9fc6_1D5-10-01-24BSN
Description: RESURFACING FROM SR 50 TO E. OF SR 5 (US 1) & SR 50 @ I-95 INTERCHANGE - PAVEMENT ONLY, treatment, traffic signals, and signing and pavement markings on SR 405 from SR 50 to east of SR 5 (US-1, /DRIVEWAY BASE- OPTIONAL MATERIALS SY 114.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 30,998.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY, TURF, SOD SY 29,698.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,237.000 0710- 11-101 PAINTED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/oct01/d5-10-01-24bsn.pdf?sfvrsn=49957026_1D6-10-31-24BSN
BASE, BASE GROUP 09 SY 350.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 2,000.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 800.000 0334- 1- 13, 200.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 10.000 0425- 5- MANHOLE, ADJUST EA 10.000 0425- 6, 0570- 1- 2 PERFORMANCE TURF, SOD SY 1,000.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 1.000 0710- 11-102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/oct31/d6-10-31-24bsn.pdf?sfvrsn=35b5933c_2D4-11-01-24BSN
-ing (single-column), pavement markings (RPM, painted, thermoplastic), fiber optic (locate), and sod, EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 704.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, - 1- MISCELLANEOUS ASPHALT PAVEMENT TN 8.800 0425- 1-521 INLETS, DT BOT, TYPE C,10' EA 15.000, necessary to perform spot asphalt repair by milling and paving, placing pavement markings, 0001 ASPHALT REPAIR (MECHANICAL) (TN) 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/nov01/d4-11-01-24bsn.pdf?sfvrsn=3182c344_1D6-02-27-25BSN
, BASE GROUP 15 SY 50.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 2,000.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 500.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 500.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG, - 1- MISCELLANEOUS ASPHALT PAVEMENT TN 10.000 0425- 5- MANHOLE, ADJUST EA 5.000 0425- 6- VALVE BOXES, PERFORMANCE TURF, SOD SY 100.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 1.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/feb27/d6-02-27-25bsn.pdf?sfvrsn=81d49082_2E8V06
improvements, guardrail placement, curb and gutter, sidewalk, signing and pavement markings, signal, (44089735201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44089735201) LS 1.000 0102- 2-300, /RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 27,408.000 0102- 89- 1 TEMPORARY CRASH CUSHION, REDIRECTIVE, PAVEMENT, 1 1/2" AVG DEPTH SY 1,992.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 84,216.000 0327- 70- 15 MILLING EXISTING ASPHALT PAVEMENT, 2 3/4" AVG DEPTH SY 150,521.000 0327
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may02/e8v06.pdf?sfvrsn=fac999d6_1E21B5Addenda003
- 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, - 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/e21b5addenda003.pdf?sfvrsn=cf9eb983_1D2-05-21-25BSN
TRAFFIC RAILING- BRIDGE, 36" SINGLE-SLOPE LF 445.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON, (44928675201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44928675201) LS 1.000 0102- 2-300, 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 3/4" AVG DEPTH SY 476.000 0334- 1- 53 SUPERPAVE ASPHALTIC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/may21/d2-05-21-25bsn.pdf?sfvrsn=d6be70d8_4TP-04-25-25BSN
roadway, drainage, signing and pavement markings, lighting, signalization, ITS, bridge structures, toll, SLOPE PAVEMENT,NON REINFORCED, 4" SY 396.000 0630- 2- 16 CONDUIT, FURNISH & INSTALL, EMBEDDED CONCRETE, OF TRAFFIC (44276425201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44276425201) LS, /RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 11,897.000 0102- 89- 1 TEMPORARY CRASH CUSHION, REDIRECTIVE, - 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 2,152.000 0327- 70- 12 MILLING EXISTING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/apr25/tp-04-25-25bsn.pdf?sfvrsn=2bdd2c6_1D3-06-12-25BSN
0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (21791095201) LS 1.000 0102- 2-300 SPECIAL DETOUR, - 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 0334- 1- 13, - MISCELLANEOUS ASPHALT PAVEMENT TN 13.400 0350- 30- 13 CONCRETE PAVEMENT FOR ROUNDABOUT APRON, 12, RAISED PAVEMENT MARKER, TYPE B EA 632.000 Page 9 Bid Solicitation Notice - Proposal Item Quantities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jun12/d3-06-12-25bsn.pdf?sfvrsn=2362da24_2