7247 search results for Pavement
44728715201-PLANS-01-ROADWAY
CROSSING: SIGNALIZATION SIGNING AND PAVEMENT MARKING ROADWAY 1 LOCATION OF PROJECT (FEDERAL FUNDS, ) Pitch (Same Asphalt Pavement 2' LANDSCAPE SOIL 0 . 0 4 M I N . 1 8 " MEDIAN MILLED PAVEMENT LIMEROCK BASE EXISTING STABILIZED SUBGRADE EXISTING MILLED PAVEMENT CURB & GUTTER, FRICTION COURSE FC-12.5 (TRAFFIC E) (PG 76-22) (1.50") MILL EXISTING ASPHALT PAVEMENT (1.50" DEPTH, ") MILL EXISTING ASPHALT PAVEMENT (1.50" DEPTH) (SIDE STREETS) (SEE PLANS) WIDENING FRICTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44728715201-plans-01-roadwayfed4c499-02bf-4dfc-bd72-b723d4cada10.pdf?sfvrsn=c2167945_101_ALL COUNTIES_TWP2027-2031 WPPH_BY ITEM_10-13-2025_SUBJECT TO CHANGE
: RIGID PAVEMENT RECONSTRUCTION Phase Funding Source 2027 2028 2029 2030 2031 Construction Federal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/2025-wp-hearing-docs/projects-by-item/01_all-counties_twp2027-2031-wpph_by-item_10-13-2025_subject-to-change.pdf?sfvrsn=5dccc6b_101_ALL COUNTIES_TWP2027-2031 WPPH_BY DESCRIPTION_10-13-2025_SUBJECT TO CHANGE
144TH AVE Type of Work: RIGID PAVEMENT RECONSTRUCTION Phase Funding Source 2027 2028 2029 2030
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/2025-wp-hearing-docs/projects-by-description/01_all-counties_twp2027-2031-wpph_by-description_10-13-2025_subject-to-change.pdf?sfvrsn=93cc012e_143018535201-PLANS-01-ROADWAY_PLANS
PLANS INTELLIGENT TRANSPORTATION SYSTEMS PLANS SIGNING AND PAVEMENT MARKING PLANS ROADWAY PLANS R, PAVEMENT FOR DEPTH (2.25") FUNCTIONAL MILLING FUNCTIONAL RESURFACING AND FRICTION COURSE FC-5 (3/4, SHOULDER PAVEMENT MILLING MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1.5'') I-4 MAINLINE SHOULDER PAVEMENT RESURFACING ROUND-IN RUMBLE STRIPS (INDEX 546-010) G TYPE SP STRUCTURAL COURSE (TRAFFIC C, CONSTRUCTION (EB ONLY) SHOULDER PAVEMENT (ALL NEW SHOULDERS) STA. 3073+00.00 TO STA. 3100+86.15
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad-25105/43018535201-plans-01-roadway_plans.pdf?sfvrsn=60ff68a0_1550-011FHWAApprovedPkg
1 3 550-011 Shown, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/550-011fhwaapprovedpkg.pdf?sfvrsn=4b4698b7_1E21G0-R0BidTabs
MISCELLANEOUS ASPHALT PAVEMENT 41.000 TN 150.00000 6,150.00 150.00000 6,150.00 500.00000 20,500.00 0010, 0001 (GUARDRAIL REPAIR (LF SECTION: 0005 0339 1 MISCELLANEOUS ASPHALT PAVEMENT 41.000 TN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/bid-tabs/2024/mar13/e21g0-r0bidtabs.pdf?sfvrsn=fcea30a7_1FMTP TM7 Investment Element May 2022
$600,000 431229-2 MIAMI INT'L AIRPORT CENTRAL BASE PAVEMENT REHABILITATION $5,183,294 $5,183,294, CENTRAL BASE PAVEMENT REHABILITATION $2,185,755 $1,676,262 $3,862,017 432969-1 TAMPA INTERNATIONAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/fmtp/2020/investment-element/fmtp-tm7-investment-element-may-2022.pdf?sfvrsn=96db7677_1FMTP TM7 Investment Element Nov 2022
431229-2 MIAMI INT'L AIRPORT CENTRAL BASE PAVEMENT REHABILITATION $5,183,294 $5,183,294 432193-1, PAVEMENT REHABILITATION $2,185,755 $1,676,262 $3,862,017 432969-1 TAMPA INTERNATIONAL AIRPORT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/fmtp/2020/investment-element/fmtp-tm7_investment-element_nov_2022.pdf?sfvrsn=1b47d237_5Pt2Ch2-073124_clean
, and calculate the ESALs for pavement design. There are two options for forecasting traffic volumes, on a daily basis and is the most critical factor in pavement design. The structural design of a roadway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/pdeman/2024/pt2ch2-073124_clean.pdf?sfvrsn=3928b019_1Chapter11s4
for unacceptable pavement. 11.4.8 Composite Pay Factor Adjustments Composite Pay Factor (CPF) adjustments, Asphalt Asphalt Adjustments 11.4-9 11.4.11 As-Built Data Requirements Asphalt As-Built Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter11s4.pdf?sfvrsn=7c03da58_9pg15
Bridge Pavement Maintenance Standard 100% Pavement Standard 80% Bridge Standard 90% 15 16 15 THE T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/trends/pg15_a5417320-6769-4c15-9de3-05e46eb45c1c.pdf?sfvrsn=c82a382d_044787715201-PLANS-01-ROADWAY
: SIGNALIZATION PLANS SIGNING AND PAVEMENT MARKING PLANS ROADWAY PLANS UTILITY ADJUSTMENTS 12 - 14, SECTIONS ") PAVEMENT FOR DEPTH (1 ƀ MILL EXISTING ASPHALT ( ) STA. 211+92.00 TO STA. 218+48.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/44787715201-plans-01-roadway.pdf?sfvrsn=893a26c3_19970000-724FHWA
Pressure sensing piezoelectric Pavement Operating Temperature Range Technical Data Sheet Minimum 0°F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9970000-724fhwa.pdf?sfvrsn=29987614_13340102.FHWA
placed on subgrade (regardless of type), miscellaneous asphalt pavement, shared use paths, crossovers, asphalt pavement, shared use paths, crossovers, gore areas, or any course with a specified thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/3340102.fhwa.pdf?sfvrsn=9290b0d_0Section92V2-723cln
Pavement 3,000 1,200 4,200 5,200 II 3,400 1,200 4,600 5,700 II Bridge Deck 4,500 1,200 5,700 6,750, approve Class I (Seal) and I (Pavement) mix designs with the amount of total cementitious materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section92v2-723cln4dada567-1b85-4c9e-a802-6f02bb50f47e.pdf?sfvrsn=ccbc0d43_1Section92V2-723cln
Pavement 3,000 1,200 4,200 5,200 II 3,400 1,200 4,600 5,700 II Bridge Deck 4,500 1,200 5,700 6,750, content The Department may approve Class I (Seal) and I (Pavement) mix designs with the amount
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section92v2-723cln.pdf?sfvrsn=23f539be_2Section92V2-724cln
1,200 4,200 5,200 I Pavement 3,000 1,200 4,200 5,200 II 3,400 1,200 4,600 5,700 II Bridge Deck, The Department may approve Class I (Seal) and I (Pavement) mix designs with the amount of total
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/section92v2-724clnaede6fc2-255d-477f-8e3e-081b29cb864d.pdf?sfvrsn=4154e834_1Local Resource Guide_V21
design life: lighting, pavement, roadsides, spills, signs, etc. TRANSPORTATION SYSTEMS MANGEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/local-resource-guide/local-resource-guide_v21.pdf?sfvrsn=e72abc3_16Traffic Studies Scope of Services
what type of pavement markings should be used in the center line of a roadway, i.e., broken yellow
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26136/traffic-studies-scope-of-services.docx?sfvrsn=de3b35e_1