7241 search results for Pavement
2025FDM265ReinfConcBox
the least amount of cover by placing a minimum of 3 inches of asphalt pavement directly on the top, phased construction is proposed. When used for phased construction with shallow highway pavements, no temporary shoring is needed at the phase construction joint to support the fill or pavement. (2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm265reinfconcbox.pdf?sfvrsn=347dfd06_1MPOAC-Staff-Directors-Power-Point-August-02-2018
roadways Rural roads Large and complex intersections Various pavements and pavement markings, • Baseline Reports for BR/Pvmt/Sys Perf (Interstate only) • Nov 16 Nov 14: MPO Sets Bridge, Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/mpoac-staff-directors-power-point-august-02-2018.pdf?sfvrsn=3bb97d5f_12026FDM265ReinfConcBox
have the least amount of cover by placing a minimum of 3 inches of asphalt pavement directly, phased construction is proposed . When used for phased construction with shallow highway pavements, no temporary shoring is needed at the phase construction joint to support the fill or pavement. (2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm265reinfconcbox.pdf?sfvrsn=961766f4_22026FDM265ReinfConcBox
have the least amount of cover by placing a minimum of 3 inches of asphalt pavement directly, phased construction is proposed . When used for phased construction with shallow highway pavements, no temporary shoring is needed at the phase construction joint to support the fill or pavement. (2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm265reinfconcbox.pdf?sfvrsn=8244b313_1FDOTCADDStandardRulesTable-20200811
NorthArw_dp North Arrows 0 0 / Continuous 2 ctlsrd PavtAsphalt_ep Asphalt Pavement Edge (Existing) 0 3 / DGN3 1 L AP 1 ctlsrd PavtAsphaltCrown_ep Asphalt Pavement Crown (Existing) 0 4 / DGN4 1 L AC 1 ctlsrd PavtBrick_ep Brick Pavement Edge (Roadways and Sidewalks) (Existing) 6 3 / DGN3 1 L BRCK 1 ctlsrd PavtConcrete_ep Concrete Pavement (Edges) (Existing) 0 3 / DGN3 1 L CPVT 1 Page 9 of 256 P, Feature Code S u r v e y F i e l d Z o n e ctlsrd PavtConcreteCrown_ep Concrete Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/publications/caddmanualfdm/caddrules/fdotcaddstandardrulestable-20200811_9eaa1213-ff25-4ea5-8f7f-524d4d983415.pdf?sfvrsn=13dd1d66_4453561 Technical Scope_Draft_rev
the service life of the existing roadway. This project was identified as a result of deficient pavement conditions noted in the 2022 Pavement Condition Survey. Additional improvements to this roadway shall, Construction and the 2023 FDOT Flexible Pavement Design Manual (FPDM) The existing roadway, system. 5 Pavement Condition Assessment had not been completed by the Florida Department of Transportation (FDOT) at the time of this report. It is recommended that flexible pavement be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25120/453561-technical-scope_draft_rev.pdf?sfvrsn=f02bec4c_1453561 Technical Scope_Final
of deficient pavement conditions noted in the 2022 Pavement Condition Survey. Additional improvements, Pavement Design Manual (FPDM). The existing roadway components include only vehicular elements. Pedestrian and bicycle elements are not present on interstate system. Pavement Condition Assessment, . It is recommended that flexible pavement be used for rehabilitation. For the Long Range Estimate, will begin at the north end of the bridge at MP 3.884. Mainline Travel Lane and Shoulder Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25120/453561-technical-scope_final.pdf?sfvrsn=203e4ac8_1E6P40 - R0BidTabs
of repair of existing asphalt pavement on various Arterial State Roads in Miami-Dade County, ASPHALT PAVEMENT, 3" AVG DEPTH 10.000 SY 80.00000 800.00 10.00000 100.00 676.80000 6,768.00 0035 0327 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 20.000 SY 75.00000 1,500.00 10.00000 200.00 338.40000 6,768.00 0040 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH, 42 REFLECTIVE PAVEMENT MARKER(REMOVE AND REPLACE)(CLASS B) 250.000 EA 15.00000 3,750.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2024/sep26/e6p40---r0bidtabs.pdf?sfvrsn=63873919_120210610_208202-5_SR15_71020
1311.181LTON 2.9 2.9 LR F A111.000IR N 1.0 R=reclaimed cement base Pavement Evaluation Coring, 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, cement base Pavement Evaluation Coring and Condition Data Cored By: UNIVERSAL 06/10/21 Page Typical, 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, : bleeding OWP severe raveling curve curve curve Remarks:pavement change all: 1.218, 1.331
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/71/20210610_208202-5_sr15_71020.pdf?sfvrsn=fe651641_12830403FHWA
: 2830403 Reclaimed Asphalt Pavement Base Dear Ms. Kendall: We are submitting, for your approval, Engineer RECLAIMED ASPHALT PAVEMENT BASE (REV 8-14-24) SECTION 283-1 is deleted and the following substituted: 283-1 Description. Construct a base course composed of reclaimed asphalt pavement (RAP, subgrade. 283-2 Materials. Meet the following requirements: Recycled Asphalt Pavement (RAP, pavement. Use material so that at least 97% (by weight) pass a 3-1/2 inch sieve and is graded
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/2830403fhwa.pdf?sfvrsn=a5de6f15_1Historical Item Averages Market Area 04
45,679.000 SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 6 $63.80 $2,462,936.24 38,603.000 CY N, RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D 0102 89 1 7 $2,583.21 $180,824.43 70.000 LO N, MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 0327 70 4 4 $3.31 $222,865.23 67,367.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 0327 70 5 4 $2.27 $784,816.48 345,852.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 0327 70 6 10 $4.51 $406,245.29 90,106.000 SY N MILLING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-04.pdf?sfvrsn=aed33433_52000Book
0 7 2 8 3 Reclaimed Asphalt Pavement Base, ) . . . . . . . . . . . . . . . . 3 4 6 3 5 0 Cement Concrete Pavement, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 4 4 5 1 8 Pavement Waterproofing Fabric, . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 8 4 7 1 3 Preformed Pavement Stripes and Markings ............................. 7 9 0 7, MetalAccessory Materials for Concrete Pavement and Concrete Structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2000/ebook/2000book.pdf?sfvrsn=c74aa82d_0District 5 Letting and Project Information
Systems 1 E5X38 Lake, Marion Pavement Markings 1 E5X54-R0 Orange, Seminole Pavement Markings E5X55-R0, Attendance Supplements Proposal ID County Major Work Type Addendum E52C3 Brevard Pavement Markings, Work Type Addendum E56C6 MOVED TO OCTOBER 3 LETTING 1 E57C3 Orange, Osceola Pavement Markings and RPMs, Volusia Drainage Repair E53C5 Lake Pavement Markings and RPMs E54B3 Brevard Resurfacing 1 E54C0, 1 E59B3 Volusia Resurfacing 1 E56C6 Marion Pavement Markings and RPMs 1, 2
https://www.fdot.gov/contracts/district-offices/d5/lettings/2023/2023-district-five-letting-and-project-informationE4W65
, bus boarding pad), pavement markings (detectable, raised, painted, thermoplastic), pavers, patterned pavement, green bike lanes, signing (single-post, object marker, panel, internally-illuminated, 0285-715- OPTIONAL BASE, BASE GROUP 15 SY 619.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 57,664.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 2,221.000, PAVEMENT SY 1,084.000 0527- 2- DETECTABLE WARNINGS SF 300.000 0570- 1- 2 PERFORMANCE TURF, SOD SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/jan05/e4w65.pdf?sfvrsn=d365f167_1E3W88BIDTAB
, signing and pavement marking, replacement of traffic monitoring sensors and loops, and expansion, 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 35,787.000 SY 3.72000 133,127.64 2.70000 96,624.90 3.79000 135,632.73 0075 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH, PAVEMENT, 1/2" AVG DEPTH 16,450.000 SY 1.21000 19,904.50 3.50000 57,575.00 1.88000 30,926.00, 3,985.38000 7,970.76 0155 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 5.212
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2023/nov09/e3w88bidtab.pdf?sfvrsn=48eb701f_120231012_210447-5_SR16_78060
2.2 1.8 0.3 4.3 CONC 4.3B IIIM P L1 patch: MP 11.283-11.291 Pavement change all lanes: MP 10.093, +/- = Edge of Pavement at the Leave/Approach Slab; LC = Leveling Course Pavement Evaluation Coring, 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, F '+/- = Edge of Pavement at the Leave/Approach Slab Widening Remarks: Super elevated Moderate, 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/d2/78/20231012_210447-5_sr16_78060.pdf?sfvrsn=1e2feb3d_120240603_210531-3_SR53_35060
, BOTTOM UP CRACKING COMMENTS CORE NO. MILE POST LANE WHEEL PATH (Y or N) PAVEMENT LAYER, : SR 8 (I-10) Shoulder Type and Condition: State of Florida Department of Transportation PAVEMENT, / N): Y PAVEMENT LAYER (in.) BASE CRACK PAVT. COND. RUT DEPTH (in.) COMMENTS SLOPE DIRECTION, (Duval Avenue) Lanes: 2 State of Florida Department of Transportation PAVEMENT EVALUATION CORING, PAVEMENT LAYER (in.) BASE CRACK PAVT. COND. RUT DEPTH (in.) COMMENTS Inside: 2 ft. C&G, 5 ft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/35/20240603_210531-3_sr53_35060.pdf?sfvrsn=d72610a2_1dce-mar
– Asphalt Pavement Surface Deficiencies ..............................................................15, Recommendation All MAR findings that are not asphalt pavement surface deficiencies are governed, pavement surface deficiencies, see Chapter 4 – Asphalt Pavement Surface Deficiencies. The DCE can, of 19 Chapter 4 – Asphalt Pavement Surface Deficiencies Asphalt pavement surface deficiencies are processed in accordance with CPAM Section 11.5 - Testing and Correcting Asphalt Pavement Surface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/mcreview/dce-mar.pdf?sfvrsn=a656414d_320250220_209138-4_SR128_72017
201.035L2N 1.1 1.3 1.1 3.5 LR =10" F 191.300L2Y 1.1 1.0 1.3 3.4 LR B II L P Pavement Evaluation, 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 n g, 1.146 CTL N 1.0 1.2 2.0 1.2 5.4 LR F Pavement Evaluation Coring and Condition Data Cored By: CSI Geo, h Pavement Layer C o r e L e n g t h ( i n . ) B a s e T y p e Crack P, P Pavement Evaluation Coring and Condition Data Cored By: UNIVERSAL 02/01/21 Page Typical Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20250220_209138-4_sr128_72017.pdf?sfvrsn=328d4a50_120250213_210116-2_SRA1A_78040
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 a s, Pavement Evaluation Coring and Condition Data Cored By: CSI GEO, Inc. 02/13/25 Page Mainline Top, r M i l e P o s t L a n e W h e e l P a t h Pavement Layer County: St Johns Bridge of Lions 2' C & G Length:2.901 4' SHLD + C & G Pavement Evaluation Coring and Condition Data, a n e W h e e l P a t h Pavement Layer County: St Johns Bridge of Lions 2' C & G SHLD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/78/20250213_210116-2_sra1a_78040.pdf?sfvrsn=83f42e98_1