7444 search results for Pavement
D4-03-06-26BSN
-column F&I, single-column remove, sign strip), pavement markings (RPM, painted, thermoplastic, 760.000 0104- 18- INLET PROTECTION SYSTEM EA 88.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 199,305.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY, PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 9.588 0710- 11-102 PAINTED PAVEMENT, PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" LF 442.000 0710- 11-124
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2026/mar06/d4-03-06-26bsn.pdf?sfvrsn=f6f43bec_1521-001
), Drainage Slot Option Pavement shown herein may be substituted with material for an alternate usage where, locations shown herein, relative to the barrier elevation. Maintain visually smooth and even pavement 2 1 ± 11. FINISH GRADE ELEVATION: At the barrier face location, the finish grade pavement has, 1 (Typ.) Pavement Shoulder PLAN 26 2 521-001 CONCRETE BARRIER 11/01/23 MEDIAN BARRIER, concrete bottom remains embedded at least 1" below the lowered pavement surface. shallow embedments shown
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/521-001.pdf?sfvrsn=b8cb05d7_1D2-12-11-24BSN
(MECHANICAL) (TN) 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 1,500.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 13,750.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 3,000.000 0334- 1- 53 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 5.000 0710- 11-123 PAINTED PAVEMENT MARKINGS, PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR DIAGONAL OR CHEVRON, 18" LF 50.000 0710- 11-125 PAINTED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2024/dec11/d2-12-11-24bsn.pdf?sfvrsn=5a41ae48_12024 WP Project Summary_D5
and pavement marking improvements. Phase Fiscal Year 5 Year Total 2026 2027 2028 2029 2030 PE, intersection. The proposed improvements will provide additional storage lengths, signing and pavement markings, of travel lanes from four to eight. Work includes pavement widening, milling and resurfacing, , CR 561, US 19, and US 27 / SR 19 (South)), new tolling sites, signing, pavement marking improvements, will increase the number of travel lanes from four to eight. Work includes pavement widening, milling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/turnpike-work-program-summaries/2024-wp-project-summary_d5.pdf?sfvrsn=90e3735e_120240806_210014-3_SR100_76110
0.6 0.5 2.0 0.7 6.4 LR 3.2B IB M P longitudinal cracking both lanes throughout limits pavement, Pavement Evaluation Coring and Condition Data Cored By: UNIVERSAL 08/06/24 Page Mainline Project, 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, 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 08/06/24 Page top Date: 3of8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/76/20240806_210014-3_sr100_76110.pdf?sfvrsn=55e17b07_13460200-722FHWA
for the following when used in slightly aggressive environments: Class I, Class I (Pavement), and Class, are designated as Class I, Class I (Pavement), Class II, Class II (Bridge Deck), Class III, Class, (inches) I (1) 3,000 0.53 3 (2) I (Pavement) (1) 3,000 0.50 1.5 or 3 (3) II (13) 3,400 0.53 3, (Pavement), II, and III (Seal) 470 II (Bridge Deck), III (1) , IV, IV (Drilled Shaft), V, V, (Pavement) 2,000 square yards, or one day’s production, whichever is less According to Section 350
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/3460200-722fhwa.pdf?sfvrsn=7883f617_2SS9900000
or other signs of poor adhesion. Durability is the measured percent of pavement marking material completely removed from the pavement. The pavement marking material line loss must not exceed 5.0, of conforming to pavement contours, breaks and faults under traffic at pavement temperatures recommended, sensitive adhesive capable of being affixed to asphalt concrete and portland cement concrete pavement, for shipment. Ensure that the adhesive is capable of temporarily bonding to the roadway pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9900000.pdf?sfvrsn=5c9b25dc_0SS9900000
or other signs of poor adhesion. Durability is the measured percent of pavement marking material completely removed from the pavement. The pavement marking material line loss must not exceed 5.0, of conforming to pavement contours, breaks and faults under traffic at pavement temperatures recommended, sensitive adhesive capable of being affixed to asphalt concrete and portland cement concrete pavement, for shipment. Ensure that the adhesive is capable of temporarily bonding to the roadway pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss99000007a170e48f2b344159f0fa3429a76cffb.pdf?sfvrsn=a5347384_0E21V3-R0BidTabs
/ replacement of highway signing, installation / removal of thermoplastic or paint pavement markings, messages, and symbols, raised retro-reflective pavement markers, delineators, fence type B, highmast light, ) MUST BE COMPLETED AND SUBMITTED WITH THE BID. EXPERIENCE IN PAVEMENT MARKINGS (FORM 850-070-06, 0435 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 110.000 EA 18.00000 1,980.00 10.00000 1,100.00 0440 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 0.800 GM 1,475.00000 1,180.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/bid-tabs/2025/may21/e21v3-r0bidtabs.pdf?sfvrsn=f5cc8b29_1E57F0BidTabs
FROM MAGNOLIA AVE TO SR 50 - PAVEMENT ONLY RESURFACE (FLEX) The Improvements under this Contract consist of milling & resurfacing, curb & gutter, sidewalk, and signing and pavement markings on State, 0001 Roadway SECTION: 0095 0327 70 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 3,558.000, PAVEMENT, 1 1/2" AVG DEPTH 2,397.000 SY 5.00000 11,985.00 5.00000 11,985.00 5.91000 14,166.27, 265.48000 26,548.00 0145 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 173.000 EA 5.00000 865.00 10.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/jul01/e57f0bidtabs.pdf?sfvrsn=a1775a6b_1521-001
concrete for Shoulder Barrier - Section Options (Continued), Drainage Slot Option Pavement shown, to the barrier elevation. Maintain visually smooth and even pavement 2 1 ± 11. FINISH GRADE ELEVATION: At the barrier face location, the finish grade pavement has a vertical position tolerance, .) Shear Key " 2 1 " x 5 2 1 Optional 1 (Typ.) Pavement Shoulder PLAN Barrier Sta. Median, " below the lowered pavement surface. shallow embedments shown on Sheets 6 thru 9, extend the barrier's
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-001.pdf?sfvrsn=47923839_144629015201-ESTIMATES-QUANTITIES_PHIV
3 Raised Pavement Marker, Type B EA 2426 2426 0710 11101 Painted Pavement Markings, Standard, White, Solid, 6" GM 11.0810 11.081 0710 11102 Painted Pavement Markings, Standard, White, Solid For Interchange And Urban Island, 8" GM 0.6730 0.673 0710 11123 Painted Pavement Markings, Standard, White, Solid For Crosswalk And Roundabout, 12" LF 1667.0 1667 0710 11124 Painted Pavement, Pavement Markings, Standard, White, Solid For Stop Line Or Crosswalk, 24" LF 661.0 661 0710 11131
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25127/44629015201-estimates-quantities_phiv.pdf?sfvrsn=23bfba4e_1TP-04-09-24BSN
Road interchange reconstruction and lighting, signing, pavement marking, traffic signals, - TEMPORARY PAVEMENT (43546115201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE, - OPTIONAL BASE, BASE GROUP 12 SY 10,715.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 4,105.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 689.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 8,343.000 0327- 70- 9 MILLING EXISTING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/apr09/tp-04-09-24bsn.pdf?sfvrsn=96152a64_1Historical Item Averages Market Area 06
29,660.000 SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 2 $51.72 $408,565.00 7,900.000 CY N SPECIAL, TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D 0102 89 1 4 $1,703.45 $51,103.44 30.000 LO N, 0327 70 2 4 $2.59 $284,022.15 109,772.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 0327 70 4 7 $2.76 $889,644.38 322,313.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 0327 70 5 3 $2.12 $838,107.90 396,163.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 0327
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-06.pdf?sfvrsn=cd5bdb12_6Chapter13 PublicTransit 2024
Areas 13-7 C.5 Bus Bays (Pullout or Turnout Bays) 13-7 C.6 Red-Colored Pavement for Transit Lanes, roadways, a B&A area may be constructed at the shoulder point (or edge of shoulder pavement, a library of these publications. C.6 Red-Colored Pavement for Transit Lanes FHWA has issued an interim approval for the optional use of red-colored pavement to enhance the conspicuity of station stops, pavement in transit lanes. D PUBLIC TRANSIT FACILITIES When a project includes a public
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/review-files/chapter13-publictransit-2024.docx?sfvrsn=638aa8cd_1509-070
) Pavement Edge Signal And Gate Railroad Gate Or Gate Or Signal And Railroad Gate Line Shoulder (Travelway) Pavement Edge Signal And Gate Railroad Gate Or Signal And Gate Railroad Gate Or Or Curb Pavement Edge Travelway Of Centerline Travelway Of Centerline (See Note 2) 10' Min, Index 830-T01 Crossing Shoulder Pavement M i n . 1 2 ' ¡ Median SIGNAL PLACEMENT, AT RAILROAD CROSSING (2 - LANE DESIGN) See Index 830-T01 Crossing Shoulder Pavement M i n . 1 2 ' M
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/509-070.pdf?sfvrsn=a521af97_1521-428
, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement Approach Slab Begin or End Bridge Front Face of Backwall & Shown, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement Approach Slab (Reinforcing Steel not shown for clarity) PLAN Railing top of Traffic, Detail "B" if 44" Concrete Barrier or Single-Slope NOTE: Pavement Approach Slab Similar) Approach Slab Shown, Rigid Approach Slab (Flexible Pavement Slab Approach Approach Slab ** Begin or End 5P
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/521-428.pdf?sfvrsn=2e153c62_12023 District One Letting and Project Information
Resurfacing 1, 2 E1V17 Charlotte Resurfacing 1 E1V19 Okeechobee Pavement Only Resurface Lumpsum, Sweeping(Intersections Only) E1W31-R0 Desoto, Glades, Hardee, Henry, Highlands Striping, Pavement Markings, and RPMs E1W32 Glades Guardrail Reset and Miscellaneous Asphalt Pavement Installation E1W34, Sidewalk Vegetation Removal/Edging and Utility Strip Rework E1W40 Manatee Raised Pavement Markers, Type Addendum E1W16 Manatee Resurfacing E1W48-R0 Polk Retroreflective Pavement Markers (RPM
https://www.fdot.gov/contracts/district-offices/d1/lettings/2023/2023-district-one-letting-and-project-informationE54C4BidTabs
1,425.00 0060 E524 1 1 CONCRETE DITCH PAVEMENT REPAIR 85.000 CY 400.00000 34,000.00 100.00000, : 0065 E524 2 1 CONCRETE SLOPE PAVEMENT REPAIR 85.000 CY 400.00000 34,000.00 100.00000 8,500.00, 1,200.00 12.00000 1,800.00 20.00000 3,000.00 0060 E524 1 1 CONCRETE DITCH PAVEMENT REPAIR 85.000 CY 1,200.00000 102,000.00 900.00000 76,500.00 200.00000 17,000.00 0065 E524 2 1 CONCRETE SLOPE PAVEMENT, , SOD 150.000 SY 20.00000 3,000.00 0060 E524 1 1 CONCRETE DITCH PAVEMENT REPAIR 85.000 CY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/mar05/e54c4bidtabs.pdf?sfvrsn=f1b8dccb_120240507_207798-8_SR45_26030
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, (ARCHER RD) Shoulders Pavement Evaluation Coring and Condition Data Cored By: D2 MATERIALS 05/07/24, M P 384.431 OR N 1.5 1.3 2.8 LR F 395.923 OR N 2.3 2.3 7.6 F 406.700 OR N 2.7 2.7 LR F Pavement, 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, 1.6 1.8 0.5* 1.0 4.4 10.5 4.9 C III S P Pavement Evaluation Coring and Condition Data Cored By: D2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/26/20240507_207798-8_sr45_26030.pdf?sfvrsn=a4bddc39_1