9038 search results for f
455-060
n t P i c k - u p o r T i p H e a d T i p H e a d o r o p p o s i t e f a c e s o f p i l e, ( @ � P i l e ) o n o n e ( 1 ) f a c e o f p i l e " Ø v e n t h o l e ƀ P r o v i d e o n e ( 1 ) 3 D, a n d ( F e e t ) M a x i m u m P i l e L e n g t h S U P P O R T L E N G T H S T A B L E O F M, i n d i c a t e t h e p r o p e r p o i n t s f o r a t t a c h i n g h a n d l i n g l i n e s . 5 , 5 0 0 p s i . B . S p l i c e s : R e s u m e p i l e d r i v i n g a f t e r t h e s p l i c e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/455-060.pdf?sfvrsn=99197548_2425-031
a v e m e n t I n l e t E d g e o f T r a v e l e d W a y T r a n s i t i o n S l o p e B a r r i e r G u t t e r L i n e T A B L E O F C O N T E N T S : S h, o m s D i m e n s i o n a l , R e i n f o r c i n g , a n d S t e e l G r a t e D e t a i l s I n l e t C o l l a r D i m e n s i o n a l , R e i n f o r c i n g , a n d B a c k w a l l P l a t e D, I P T I O N : R E V I S I O N L A S T o f S T A N D A R D P L A N S F Y 2 0 2 6 - 2 7 S H E E
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/425-031.pdf?sfvrsn=648dd345_143018575201-PLANS-01-ROADWAY
l i v eRd. O l d C o m b e e R d . Tenoroc Mine Rd. Braddock Rd. R d . F B 4, LAUDERDALE MIAMI 75 75 NAPLES KEY WEST CITY LAKE F L O R I D A ' S BEACH LINE CONTRACT, AT WILDLIFE CROSSING STRUCTURE PLANS SIGNING AND PAVEMENT MARKING PLANS ROADWAY PLANS T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I G N E D A N D S E A L E D U N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad-25105/43018575201-plans-01-roadway.pdf?sfvrsn=928936f_144728715201-PLANS-02-SIGNING&MARKINGS
N I L K K R A M Y E L N A T S R E E N I G N E L A N O I S S E F O R P A D I R O L F (FEDERAL FUNDS) F L O R I D A ' S FT LAUDERDALE MIAMI 75 75, TECHNOLOGIES, INC. VENDOR NO.: 52-1604386 (954) 776-1616 T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G, 1 5 - 2 3 . 0 0 4 , F . A . C . GUIDE SIGN WORKSHEET S-16 - S-19 SIGNING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44728715201-plans-02-signing-markings.pdf?sfvrsn=6c043f9e_12025FDM120DsnSubmtls
Stormwater Runoff Control Concept F) Maintenance Pavement design comments Phase I Plans review, ) Design Hour T factor (f) Design Speed, Posted Speed, Target Speed January 1, 2025 9 6/11/2025, STATE OF � � � R E E N I G N E L A N O I S S E F O R P E S N E C I L A D I R O L F No 99995 L L E W S S O R C . I A I E L STATE OF FLORIDA DEPARTMENT, : https://tinyurl.com/367v2589 10/25/2023 11:52:40 AM T H E O F F I C I A L R E C O R D O F T H I S
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm120dsnsubmtls.pdf?sfvrsn=f0f0dccd_244897315201-PLANS-02-SIGNINGMARKING
AND PAVEMENT MARKING PLANS ROADWAY PLANS F L O R I D A ' S T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F, U L E 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . 3 / 8 / 2 0 2 4 6 : 4, OF RECORD: PAVEMENT MARKING PLANS SIGNING AND P : \ O R D _ F D O T \ W o r k S e t s \ F D O T \ 4 4 8 9 7 3 1 5 2 0 1 \ S i g n i n g A n d M a r
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25132/44897315201-plans-02-signingmarking.pdf?sfvrsn=f3b84ad3_144893615201-PLANS-02-SIGNINGMARKING_PH-IV
INDEX OF SIGNING AND ENGINEER OF RECORD: PAVEMENT MARKING PLANS SIGNING AND F L O R I D, BEACH CONTRACT NO. CONSTRUCTION NO. SHEET YEAR FISCAL 25 CITY LAKE P : \ F D T 2 2 0, OF � � � No 82646 R E E N I G N E L A N O I S S E F O R P E S N E C I L A D I R O L F N A I K E P R E S N E K C I V LOCATION OF PROJECT GOVERNING STANDARD, 448936-1-52-01 HIGHLANDS SR 700 1 / 2 6 / 2 0 2 4 P : \ F D T 2 2 0 1 \ C A D D \ 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25129/44893615201-plans-02-signingmarking_ph-iv.pdf?sfvrsn=4cf497e3_144897615201_PLANS-02-SIGNINGMARKING_POP_PHASE-IV
F L O R I D A ' S 5 / 6 / 2 0 2 4 7 : 3 2 : 5 0 P M FT LAUDERDALE, U Q R A J . A E S O J R E E N I G N E L A N O I S S E F O R P A D I R O L F IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C. RESPONSIBLE FOR THE FOLLOWING SHEETS, AMERICAN STRUCTUREPOINT, INC 89293 LICENSE NUMBER: JOSE A. JARQUIN, P.E. T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25132/44897615201_plans-02-signingmarking_pop_phase-iv.pdf?sfvrsn=2e492a61_1FDOT-CO_TA_Statewide_Eval_Criteria_Fillable_ADA
-Use Nonmotorized (SUN) Trail network [Section 339.81, F. S . (RCI Feature 801)] Pedestrian facility, 2 9 ] c . W i l d l i f e m a n a g e m e n t ( w i l d l i f e m i t i g a t i o n a n d r e d u c t i o n o f w i l d l i f e m o r t a l i t y, o r t o r e s t o r e a n d m a i n t a i n c o n n e c t i v i t y a m o n g t e r r e s t r i a l o r a q u a t i c h a b i t a t s ) [ f o r m e r 2 3 U . S . C . 1 0 1 ( a ) ( 2 9 ) ( F ) ] I n f r a s t r u c t u r e N o n - i n f r a s t r u c
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/systems-management/document-repository/tap/fdot-co_ta_statewide_eval_criteria_fillable_ada.pdf?sfvrsn=c85a578e_1444612-1-52-01 - SR45 - Design Variation - Median Width
7 / 1 0 / 2 0 2 3 C : \ P r o j e c t s \ F D O T \ 4 4 4 6 1 2 1, ) TYPICAL SECTION EXIST. TYPE F CURB & GUTTER EXIST. R/W LINE 40' MILLING AND RESURFACING 40' MILLING AND RESURFACING EXIST. TYPE F CURB & GUTTER M A T C H E X I S T . M A T C H E, OF RECORD T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I G N E D A N D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25111/444612-1-52-01---sr45---design-variation---median-width.pdf?sfvrsn=d857de7a_1TA-Set-AsideProgram_FDOT_FundingEvaluation_2025
-Use Nonmotorized (SUN) Trail network [Section 339.81, F. S . (RCI Feature 801)] Pedestrian facility, 2 9 ] c . W i l d l i f e m a n a g e m e n t ( w i l d l i f e m i t i g a t i o n a n d r e d u c t i o n o f w i l d l i f e m o r t a l i t y, o r t o r e s t o r e a n d m a i n t a i n c o n n e c t i v i t y a m o n g t e r r e s t r i a l o r a q u a t i c h a b i t a t s ) [ f o r m e r 2 3 U . S . C . 1 0 1 ( a ) ( 2 9 ) ( F ) ] I n f r a s t r u c t u r e N o n - i n f r a s t r u c
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/systems-management/document-repository/tap/ta-set-asideprogram_fdot_fundingevaluation_2025.pdf?sfvrsn=51048fcf_1MFF Project Sheets_No Const Year_09152023_07
01/31/2023 Subject to change. Listed alphabetically by county. I n f rastructure Initiative I-10 from EB Weigh Station to Nine Mile Rd. Nin e Mile R d B e u l a h R d 8 M i l e C r e e k R d P i n e F o r e s t R d 10 10 ESCAMBIA CO. 297 99 99 10 10 10 90 Eastbound Weigh Station E of Nine Mile Rd. REGION Northwest Florida PROJECT LIMITS Interstate10 (I-10) from East of Eastbound weigh station to East of Nine Mile Road FUNDING $162
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/09152023-update/mff-project-sheets_no-const-year_09152023_07.pdf?sfvrsn=387236a_1MFF Project Sheets_No Const Year_09152023_11
01/31/2023 Subject to change. Listed alphabetically by county. I n f rastructure Initiative 11 Golden Glades Interchange N W 2 n d A v e N W 7 t h A v e E x t N E 1 5 9th St N W 1 7 t h A v e N W 2 2 n d A v e N W 7 t h A v e 95 95 MIAMI-DADE CO. OPA-LOCKA MIAMI GARDENS NORTH MIAMI NORTH MIAMI BEACH 7 7 91 91 826 826 915, of the following five major facilities: I-95, State Road (S.R.) 826/Palmetto Expressway, F l o r i d a ’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/09152023-update/mff-project-sheets_no-const-year_09152023_11.pdf?sfvrsn=bd23807b_1MFF_#20_I-95 at U.S. 1 Interchange in Volusia Co_21Sep2023
09/22/2023 Subject to change. Listed alphabetically by county. I n f rastructure Initiative 20 I-95 at U.S. 1 Interchange in Volusia Co. O l d D i x i e H w y 95 95 VOLUSIA CO. FLAGLER CO. ORMOND BEACH 5 5 5 1 1 REGION East Central Florida PROJECT LIMITS Interstate 95 (I-95) at U.S. 1 Interchange in Volusia County F U N D I N G $340 Million CONSTRUCTION STA RT Fall 2027 PROJECT DESCRIPTION Improvements will be made to the I-95 interchange at U.S. 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/project-sheets/mff_-20_i-95-at-u-s-1-interchange-in-volusia-co_21sep2023.pdf?sfvrsn=b4ae9db8_1MFF_#7_I-10 from EB Weigh Station to Nine Mile Rd_21Sep2023
09/22/2023 Subject to change. Listed alphabetically by county. I n f rastructure Initiative I-10 from EB Weigh Station to Nine Mile Rd. Nin e Mile R d B e u l a h R d 8 M i l e C r e e k R d P i n e F o r e s t R d 10 10 ESCAMBIA CO. 297 99 99 10 10 10 90 Eastbound Weigh Station E of Nine Mile Rd. REGION Northwest Florida PROJECT LIMITS Interstate10 (I-10) from East of Eastbound weigh station to East of Nine Mile Road FUNDING $162
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/project-sheets/mff_-7_i-10-from-eb-weigh-station-to-nine-mile-rd_21sep2023.pdf?sfvrsn=f0cfc1e4_1MFF_#11_Golden Glades Interchange_21Sep2023
09/22/2023 Subject to change. Listed alphabetically by county. I n f rastructure Initiative 11 Golden Glades Interchange N W 2 n d A v e N W 7 t h A v e E x t N E 1 5 9th St N W 1 7 t h A v e N W 2 2 n d A v e N W 7 t h A v e 95 95 MIAMI-DADE CO. OPA-LOCKA MIAMI GARDENS NORTH MIAMI NORTH MIAMI BEACH 7 7 91 91 826 826 915, ) 826/Palmetto Expressway, F l o r i d a ’s Turnpike, S.R. 9, and S.R. 7. For additional project details
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/project-sheets/mff_-11_golden-glades-interchange_21sep2023.pdf?sfvrsn=f86d4849_120231027_447830-1_SR-5_87030
1.20 1.10 4.50 12.0 12.0 F .24 1.60 SG:LT BROWN SAND W/LR 2 13.930 N LT Y .80 1.40 1.30 3.50 12.0 12.0 F .24 1.50 SG:LT BROWN SAND W/LR 3 14.046 N LT Y 1.40 1.10 1.00 3.50 12.0 12.0 F .24 1.80 SG:LT BROWN SAND W/LR 4 14.194 N R1 Y 1.20 1.40 1.00 3.60 12.0 12.0 F .24 1.40 SG:LT BROWN SAND W/LR 5 14.298 N L1 Y 1.40 1.50 1.40 4.30 12.0 12.0 F .24 .60 SG:LT BROWN SAND W/LR 6 14.631 N R1 Y 1.70 1.10 1.10 3.90 12.0 12.0 F .24 1.20 SG:LT BROWN SAND W/LR 7 14.827 N LT Y 1.60 1.10 1.10 3.80 12.0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20231027_447830-1_sr-5_87030.pdf?sfvrsn=fbab7428_120231107_447827-1_SR-5_87030
R2 Y 1.30 1.10 1.30 1.30 1.40 3.10 9.50 12.0 12.0 F .20 O 1.30 SG:LT BROWN SNAD W/LR 2 16.939 N L2 Y 1.40 1.80 1.40 1.30 1.00 1.40 8.30 6.0 12.0 F .20 O 1.40 SG:LT BROWN SNAD W/LR 3 17.085 N R1 Y 1.10 1.00 1.50 1.10 1.30 2.80 8.80 12.0 12.0 F .20 O 1.50 SG:LT BROWN SNAD W/LR 4 17.227 N L1 Y 1.40 1.20 1.40 1.60 1.40 4.00 11.00 8.0 F .20 O 1.60 2 IN BROWN SAND UNDERLA 5 17.374 N R2 Y 1.30 1.20 1.70 1.70 1.50 1.90 9.30 9.0 12.0 F .20 O 1.40 SG:LT BROWN SNAD W/LR 6 17.534 N L1 Y 1.60 1.30 1.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20231107_447827-1_sr-5_87030.pdf?sfvrsn=56679c2a_120231222_449948-1_SR-985_87072
.80 2.50 12.0 12.0 F .20 O 1.30 SG:LT BROWN SAND W/LR 2 1.340 N L2 Y .90 .90 1.80 8.0 12.0 F .20 O 1.30 SG:LT BROWN SAND W/LR 3 1.550 N RI Y 1.30 1.10 2.40 12.0 12.0 F .20 O .80 SG:LT BROWN SAND W/LR 4 1.758 N TL Y .90 .70 1.60 12.0 12.0 F .20 O 1.10 SG:LT BROWN SAND W/LR 5 1.966 N R2 Y 1.20 .80 .80 2.80 10.0 12.0 F .20 O 1.70 SG:LT BROWN SAND W/LR 6 2.177 N L1 Y 1.10 .80 1.90 12.0 12.0 F .20 O 1.40 SG:LT BROWN SAND W/LR 7 2.387 N R1 Y 1.20 .80 2.00 12.0 F .20 O 1.30 LIMESTONE FORMATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20231222_449948-1_sr-985_87072.pdf?sfvrsn=b87176e0_120200715_443908-1_SR-5_87020
S1 LR ST40 1 .000 N R3 Y .50 4.50 5.00 12.0 6.0 F 2.34 25.6826 -80.2685 2 .000 N R3 Y .50 10.75 11.25 6.0 12.0 F 3.64 25.6803 -80.3164 3 .000 N R3 Y 1.00 5.00 6.00 6.0 6.0 F 1.82 25.6844 -80.3132 4 .000 N R3 Y 1.00 10.50 11.50 6.0 6.0 F 2.60 25.6877 -80.3097 5 .000 N L3 Y 1.00 12.25 13.25 7.0 5.0 F 3.38 25.6880 -80.3097 6 .000 N L4 Y .50 11.25 11.75 6.0 6.0 F 2.86 25.6855 -80.3124 7 .000 N L2 Y .80 11.95 12.75 8.0 16.0 F 2.34 25.6828 -80.3147 8 .000 N L2 Y
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20200715_443908-1_sr-5_87020.pdf?sfvrsn=1264a642_1