7444 search results for Pavement
20240528_449205-1_SR 686_15030
: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review): Fair Typical Section: 1, : Other: SR 686 Cored By: Median Curbed (Y/N): 0.840 449205-1 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) PINELLAS SR No.: Paved: Y STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT, of Belcher Rd. Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review, Mainline Cores (ML) PAVEMENT LAYER (IN.) PINELLAS SR No.: Paved: Y STATE OF FLORIDA DEPARTMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/15/20240528_449205-1_sr-686_15030.pdf?sfvrsn=e566d25d_13530000.origind
. Your input is encouraged. DS/ot Attachment 3530000 All Jobs CONCRETE PAVEMENT SLAB REPLACEMENT. (REV 11-13-15) SECTION 353 is deleted and the following substituted: SECTION 353 CONCRETE PAVEMENT SLAB REPLACEMENT 353-1 Description. Replacethe existing defective area of concrete pavement, to open the pavement to traffic. Use cylinders to verify the concrete compressive strength at 28, that are designed to occur at specific locations based on the pavement design. All other cracks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/3530000.origind.pdf?sfvrsn=54f0fa27_0E3Z04
219749-2-52-01: multilane reconstruction of the roadway including asphalt pavement, base work, drainage improvements, curb and gutter, sidewalk, multi-use path, signing and pavement markings, DETOUR- TEMPORARY PAVEMENT (21974925201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK, , BASE GROUP 09 SY 97,608.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY, SIDEWALK AND DRIVEWAYS, 6" THICK SY 3,270.000 0524- 1- 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/dec11/e3z04.pdf?sfvrsn=514fb11b_2E8W33
roadway, drainage, signing and pavement markings, lighting, signalization, ITS bridge structures, PARAPET, PEDESTRIAN/BICYCLE, 27" HEIGHT LF 228.000 0524- 1- 2 CONCRETE DITCH PAVEMENT, NON, PAVEMENT (44276435201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE (44276435201, - OPTIONAL BASE, BASE GROUP 14 SY 1,075.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 14,639.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 45,130.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2026/jan13/e8w33.pdf?sfvrsn=e071062d_1Accessing Transit Handbook Workshop Presentation PDF
• Pavement Markings • Landscaping • Review for Mid-Block Crossings • Push Buttons/Signals • Transit, 47 • Should be at shoulder break or edge of shoulder pavement for roads posted at 45 mph or less, ’ above pavement • All landscaping along FDOT rights-of-way must comply with FDM section 228.2 R, height of 18” • The line-of-sight datum between roadways is 3.5’ above pavement • The canopies, /pavement markings Do passengers B&As conflict with cars, bicycles, or pedestrians
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/documents/accessing-transit-handbook-workshop-presentation-pdf.pdf?sfvrsn=1ef31ddc_1DEV102-990SWZ (12-2-25)
and install work zone pavement markings for maintenance of traffic (MOT) in construction areas, of the work and repair any damage to existing pavement open to traffic. ARTICLE 102-2 is deleted and the following substituted: 102-2 Materials. Meet the following requirements: Raised Pavement, * ..........................................................................................Section 710 Pavement Marking Materials* ....................................................Section 971 Temporary Raised Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev102-990swz-(12-2-25).pdf?sfvrsn=7d0f4de1_4D2-05-21-25BSN-30Day
CONCRETE 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-30day.pdf?sfvrsn=abb40a87_1D1-04-18-24BSN
Description: The improvements under this Contract consist of milling and resurfacing, signing and pavement, 0285-706- OPTIONAL BASE, BASE GROUP 06 SY 1,138.000 0327- 70- 2 MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH SY 22,397.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY, CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 122.000 0570- 1- 2 PERFORMANCE TURF, SOD SY 8,121.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,366.000 0710- 11-101 PAINTED PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/apr18/d1-04-18-24bsn.pdf?sfvrsn=4a5d951d_1D4-05-03-24BSN
Proposal Notes Fin Proj Numbers County 3 E4X40-R0 BROWARD COUNTY PAVEMENT MARKINGS - LONG LINE, Road Name: BROWARD COUNTY PAVEMENT MARKINGS - LONG LINE Limits: Midpoint Project(s): 45363417201, thermoplastic pavement markings and installation of standard thermoplastic pavement markings along, PAVEMENT STRIPING (LARGE MACHINE) (LM) 0711- 11-141 THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE, 0711- 17- 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE TO REMAIN SF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/may03/d4-05-03-24bsn.pdf?sfvrsn=cf55adf6_120240520_213469-3_SR9_74160
7.8 LR F 1911.328R1 I 0.7 6.3 7.0 LR P 2011.986R1N 0.6 2.7 2.9 6.2 LR F Pavement change all R: MP 2.230, 2.930, Depression Lane R2: MP 8.984, Severe block cracking R2: MP 4.000, Pavement change all L, 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, No.: SR9 SR 200 Shoulders Pavement Evaluation Coring and Condition Data Cored By: UNIVERSAL, 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/d2/74/20240520_213469-3_sr9_74160.pdf?sfvrsn=f98b0589_1D3-02-13-25BSN
NOT BID (45102815201) LS 1.000 Section 0003 Signing 0918-712-100 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, WHITE, SOLID 6" GM 0.066 0918-712-110 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, YELLOW, SOLID 6" GM 0.066 0918-712-120 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, WHITE, 10-30 SKIP, 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 78.000 0711- 14-160 THERMOPLASTIC, PREFORMED, WHITE, INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, WHITE, SOLID 6" GM 1.167 0918-712-110 INTEGRATED MULTI-POLYMER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/feb13/d3-02-13-25bsn.pdf?sfvrsn=b345a51d_12026FDM213ModRoundabout
and have pavement widths based on necessity . Use 20-year design traffic volumes for roundabout design, of the intersection should be as flat as practical to allow the circulatory roadway pavement, at multi-lane exits where the geometry or pavement markings tend to lead vehicles from the left-hand, is the required spiral transition pavement marking. The central island should be developed (shaped, striping and use all available pavement. Fastest path movements are shown in Figure 213.6.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm213modroundabout.pdf?sfvrsn=8afe064_92007_Use of Nondestructive Techniques to Estimate the Allowable Vibratory Compaction Level during Construction
pre-construction testing. Detailed knowledge of the layering of the pavement structure, test track area...............................................4-9 Figure 4-5. Typical pavement, to adjacent infrastructure, particularly in or near urban areas. The majority of flexible pavement design, pavement design procedure (AASHTO 1993) tailored for Florida conditions (FDOT 2004). Most rehabilitation, and select a structural overlay thickness such that the pavement structure will maintain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2007_use-of-nondestructive-techniques-to-estimate-the-allowable-vibratory-compaction-level-during-construction.pdf?sfvrsn=e1e3bf6a_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 11
89,428.000 SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 5 $211.99 $3,194,898.01 15,071.000 CY N, $4.00 $2,288.00 572.000 EA N TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D 0102 89 1 3, MATERIALS 0327 70 1 1 $2.75 $18,031.75 6,557.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 0327 70 4 1 $7.80 $15,373.80 1,971.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 0327 70 5 3 $3.36 $71,281.65 21,239.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 0327 70 6 7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-11.pdf?sfvrsn=e5cf1326_6