7241 search results for Pavement
D4-12-06-24BSN
), asphalt (milling, resurfacing), aluminum (signals pole), pavement markings (painted, thermoplastic, - 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 17,440.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 5,429.000 0334- 1- 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN, 0350- 3- 1 PLAIN CEMENT CONCRETE PAVEMENT, 6" SY 186.000 0425- 5- MANHOLE, ADJUST EA 8.000 0425- 5, 1,054.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 3.379 0710- 11-102
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/dec06/d4-12-06-24bsn.pdf?sfvrsn=94a5e73c_12025FDM220RR
crossings consist primarily of signs, pavement markings, flashing light signals, and automatic, and Pavement Markings Exhibits 220-1 through 220-4 provide typical signing and pavement markings for Active Grade Crossings. Refer to the MUTCD for definitions and signing and pavement markings at Passive Grade Crossings. Do not place turning movement lane- use pavement markings on the upstream approach between the railroad crossing pavement message and the tracks. Where intersections occur
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm220rr.pdf?sfvrsn=e1911a19_2Standard Plans - FY 2022-23
Subsoil Excavation 500 125-001 Utility Adjustments thru Existing Pavement, Details 506 SPI Bituminous Treatments, Surface Courses and Concrete Pavement Concrete Pavement 330-001 Paved and Graded Driveways 515/516 SPI 350-001 Errata Concrete Pavement Joints 305 SPI 353-001 Concrete Slab Replacement 308 SPI 370-001 Bridge Approach Expansion Joint Concrete Pavement With Special Select Soil Base
https://www.fdot.gov/design/standardplans/2023/default.shtmE3X76
PAVEMENT MARKER, TYPE D EA 81.000 0102-909- TEMPORARY RAISED RUMBLE STRIPS- PER DAY, INCLUDES ALL, REMOVABLE TAPE, YELLOW, 10'-30', 3'-9', 6'-10', or 2'-4' SKIP GM 0.612 0706- 1- 3 RAISED PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/feb13/e3x76.pdf?sfvrsn=21b5ee88_120241216_447033-3_SR24_26090
h e e l P a t h Pavement Layer Med (C&G) Section No: 26090 Beg MP: 15.767 End MP:15.916, : Newell Dr. Shoulders Project No.: 447033-3 Name: SR 24 Lanes: 4-lane Cored By: Pavement Evaluation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/26/20241216_447033-3_sr24_26090.pdf?sfvrsn=e72125d4_120250116_207970-2_SR231_28060
0.103.00O SPAL,MR SPAL,MR SPAL,SLR,SHOV SPAL,SLR,SHOV, SEP @ 3.2" HARRELL RD Cored By: Pavement, l P a t h Pavement Layer C o r e L e n g t h ( i n . ) B a s e T y p e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/28/20250116_207970-2_sr231_28060.pdf?sfvrsn=c77e6894_1E8W01-R0
BARRIER WALL REPAIR CY 25.000 E524- 1- 1 CONCRETE DITCH PAVEMENT REPAIR CY 10.000 E524- 2- 1 CONCRETE SLOPE PAVEMENT REPAIR CY 5.000 E700- 96- 1 SIGN SUPPORT REPAIRS (ALUMINUM) LB 200.000 E700- 96
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/mar11/e8w01-r0.pdf?sfvrsn=e153f216_120250128_207355-3_SR20_26080
h e e l P a t h Pavement Layer N/A Section No: 26080000 Beg MP: 0.000 End MP: 0.256, AVE) Lanes: 6 Cored By: Pavement Evaluation Coring and Condition Data D2 MATERIALS Date: 01/28/25
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/26/20250128_207355-3_sr20_26080.pdf?sfvrsn=de290889_1D2-04-16-25FuelAllocations
3,418.782 0339- 1- TN MISCELLANEOUS ASPHALT PAVEMENT 0.0000 2.4685 214.200 0.000 528.753 44928675201, - CY EMBANKMENT 0.0000 0.2422 774.000 0.000 187.463 0339- 1- TN MISCELLANEOUS ASPHALT PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/apr16/d2-04-16-25fuelallocations.pdf?sfvrsn=7c519afe_120250220_443272-2_SR15_76030
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 e T, AT NORTH ENTRANCE MP 6.290 Pavement Evaluation Coring and Condition Data Page NICNEVOL ENG
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/76/20250220_443272-2_sr15_76030.pdf?sfvrsn=20f39045_120250114_438610-1_SR9_78080005
h e e l P a t h Pavement Layer NA Section No: 78080005 Beg MP: 0.000 End MP: 0.376 Length, Cored By: Pavement Evaluation Coring and Condition Data District 2 Materials Date: 01/14/25 Page
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/78/20250114_438610-1_sr9_78080005.pdf?sfvrsn=33ff5d6a_120250219_209698-5_SR21_72170
3.9 LR F 4 5.524CTLN 0.7 0.9 1.9 3.5 LR F Pavement Evaluation Coring and Condition Data Cored, e e l P a t h Pavement Layer C o r e L e n g t h ( i n . ) B a s e T y
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20250219_209698-5_sr21_72170.pdf?sfvrsn=e5c34c67_1SPM5360100-725-i19898
pavement associated to the guardrail and end treatments. ARTICLE 536-2 is expanded by the following, and other debris from the miscellaneous asphalt pavement associated with areas surrounding the guardrail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/finalized/spm5360100-725-i19898.pdf?sfvrsn=ac91bf21_1SPM5360100-725
by the Engineer, remove vegetation and other debris accumulations from the miscellaneous asphalt pavement, and other debris from the miscellaneous asphalt pavement associated with the guardrail and end
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/finalized/spm5360100-725.docx?sfvrsn=602c9a80_1SPM5360100cln
pavement associated to the guardrail and end treatments. ARTICLE 536-2 is expanded by the following, and other debris from the miscellaneous asphalt pavement associated with areas surrounding the guardrail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/implemented/spm5360100cln.pdf?sfvrsn=5f9a255e_13300904FHWA
the geometrical orientation of the pavement results in an inaccurate measurement with the rolling straightedge, requirements on ramps and superelevated sections where the geometrical orientation of the pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/3300904fhwa.pdf?sfvrsn=46cfd36a_11100603FHWA
operated pavement breakers, by concrete saws, by chipping hammers, or by hydro-demolition methods. Do, concrete by manually or mechanically operated pavement breakers, by concrete saws, by chipping hammers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/1100603fhwa.pdf?sfvrsn=267f18b8_13460303-724IMPL
(inches) I (Seal) 3,000 0.53 8 I (Pavement) (1)(5) 3,000 0.50 1.5 or 3 II (3) 3,400 0.53 3 (2, Class I pavement concrete, if the 56-day strength meets or exceeds the 28-day strength requirement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/3460303-724impl.pdf?sfvrsn=35f002db_13470201-724FHWA
.............................. or ASTM C618 and ASTM C989 * Recycled Asphalt Pavement (RAP) may replace up to 20, Pavement (RAP) may replace up to 20% of the total aggregate in the design mix. Use RAP from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/3470201-724fhwa.pdf?sfvrsn=4b5b7d14_19310101-724origind
comma METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV 5-5-23, Assemblies for Joints in Concrete Pavement. 931-3.1 Approved Product List (APL): The dowel bars
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9310101-724origind.pdf?sfvrsn=adcf3a48_1