9038 search results for f
20230815_450547-1_SR 93_10190
E M E N T C O N D I T I O N COMMENTS 7 6.060 ML R5 Y 0.7 6.1 6.8 13.2 2.2 A IB L F 8 6.096 ML R5 Y 0.7 6.3 7.0 12.3 F 9 6.195 ML R5 Y 0.8 6.2 7.0 12.0 14.0 F 10 6.250 ML R5 Y 0.8 6.4 7.2 13.8 3.9 A II M P 11 6.011 ML L5 N 0.7 6.2 6.9 12.6 F 12 5.896 ML L5 N 0.6 6.1 6.7 15.3 6.0 3.6 A III S P 13 6.054 ML R4 N 1.0 5.9 6.9 10.1 F 14 6.088 ML R4 N 0.7 6.0 6.7 17.6 6.8 F 15 6.182 ML R4 Y 6.0 6.0 14.0 2.1 C II S P RAVELLING, FC MISSING 16 6.239 ML R4 Y 0.8 5.7 6.5 3.5 F 17
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20230815_450547-1_sr-93_10190.pdf?sfvrsn=c4a9ef83_1Exhibit 120-2 thru 4
9/13/2023 9:22:20 AM 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 D E R R U L E 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . 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, , F . A . C . PROJECT CONTROLS ( ) ( ) ( ) 5 - RESTRICTIVE w/440 ft. Connection Spacing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/exhibit-120-2-thru-4.pdf?sfvrsn=a700fffb_145356115201_PLANS_SRCC
DRIVE SCALAR CONSULTING GROUP, LLC 55514 LICENSE NUMBER: JAMES M. WINTER, JR., 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 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 D E R R U L E 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . ENGINEER OF RECORD, NUMBER: JAMES M. WINTER, JR., P.E. T H E O F F I C I A L R E C O R D O F T H
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27113/45356115201_plans_srcc.pdf?sfvrsn=f5e3cf4a_144892815201-PLANS-01-ROADWAY
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 I L E D I G I T A L L Y S, 0 4 , F . A . C . 1 / 2 2 / 2 0 2 6 1 1 : 4 5 : 3 9 A M FT LAUDERDALE, of Transportation, FY 2025-26 Standard Plans for Road and KELLIE F. SPURGEON, P.E. FDOT PROJECT MANAGER: ENGINEER OF RECORD: ROADWAY PLANS C : \ p r o j e c t s \ F D O T \ 4 4 8 9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27111/44892815201-plans-01-roadway.pdf?sfvrsn=f33e2eae_12026FDM913TypSect
on widening projects. (12) Curb locations and types (show Type E or F Curb, not the dimension). (13, . 0 2 G R A D E P O I N T P R O F I L E 1 : 6 2 ' M I N . N A T U R A L G R O U N D N A T, A T I O N O F O P T I O N A L B A S E M A T E R I A L T H I S A R E A M A Y B E C O N S T R U C T, A V T . S H L D R . 5 ' T U R F 4 " 4 " 4 " 0 . 0 2 0 . 0 6 D A T E D E S C R I P T I O N R E V I S I O N S D A T E D E S C R I P T I O N N O . S H E E T S T A T E O F F L O R I D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm913typsect.pdf?sfvrsn=6dfc2157_4BSigningPavementMarkingsandLighting
: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX M A I N T E N A N C E L I G H T I N G F O R B O X G I R D E R S 0 7 / 0 1 / 1 4 1 2 7 1 5 - 2 4 0 2 . F o r a c t u a l b r i d g e s e c t i o n , s e e S t r u c t u r e s P l a n s . 1 . F o r M a i n t e n a n c e L i g h t D e t a i l s , s e e S h e e t 2 . C R O S S R E F E R E N C E S : 1 6 . P r o v i d e s i x h o u r r e s e t t i m e r s f o r e a c h c i r c u i t t o t u r n o f f t h e l i g h t i n g s y s t e m
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/ser/bsigningpavementmarkingsandlighting.pdf?sfvrsn=1f82db34_1BSigningPavementMarkingsand Lighting
: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX M A I N T E N A N C E L I G H T I N G F O R B O X G I R D E R S 0 7 / 0 1 / 1 4 1 2 7 1 5 - 2 4 0 2 . F o r a c t u a l b r i d g e s e c t i o n , s e e S t r u c t u r e s P l a n s . 1 . F o r M a i n t e n a n c e L i g h t D e t a i l s , s e e S h e e t 2 . C R O S S R E F E R E N C E S : 1 6 . P r o v i d e s i x h o u r r e s e t t i m e r s f o r e a c h c i r c u i t t o t u r n o f f t h e l i g h t i n g s y s t e m a u t o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/ser/bsigningpavementmarkingsand-lighting.pdf?sfvrsn=fe6633f0_120231017_449465-1_CR431_75471
OL 10.0 - F 6.3 - - - F - F 12 37.759 OL 3. 8 - - - 14 37.715 OL 5.0 20.0 - 14.0 - - F 12.5 - - - F - F 13.5 - - S F Transverse Crack 11 feet wide. 29 36.851 OL 3.6 - - - 15 37.613 LRTL X 3.5 16 37.564 LRTL 3.9 4.8 Tr III 18 37.461 LRTL 4.8 12.7 - - - F 12.3 - - - F - F 11.7 - - - F 21 37.303 LRTL X 2.7 12.0 - - - 22 37.259 LRTL 3.2 24 37.163 LRTL X 4.6 12.8 - - - 25 37.117 LRTL 4.0 - - - F Delmination at 2.6 inches from the top 13.3 - - - F M P Branch
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/75-orange/20231017_449465-1_cr431_75471.pdf?sfvrsn=69454e1c_120240520_427475-2_SR9_74160
2.4B IIIM P 2 0.500 R1 I 1.1 5.5 6.6 LR=14.2" F 3 0.775 R1 I 1.2 4.8 6.0 LR F 4 1.200 R1 I 0.9 5.2 6.1 LR F 5 1.700 R1 I 1.1 6.1 7.2 LR F 6 0.462 R3 I 1.0 4.9 1.2 1.0 2.1 10.2 LR 1.0B IB L F 7, 1.0 4.3 0.7 2.0 8.0 LR=10.0" F 101.800 R3O 0.9 3.7 0.8 1.0 2.0 8.4 LR F 110.400 L1 I 1.2 6.7 7.9 LR F 120.839 L1 N 0.9 5.9 6.8 LR F 131.300 L1 N 1.0 5.7 6.7 LR=15.8" F 141.850 L1 I 0.7 5.5 6.2 LR F 150.002 L3 160.300 L3 O 0.6 5.5 0.5 0.8 1.0 2.0 10.4 LR 6.6B II M P 170.775 L3 O 0.8 3.3 0.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/74/20240520_427475-2_sr9_74160.pdf?sfvrsn=69f5d157_120250321_455365-1_SR-9_94001
F .13 2.80 C-2 3 .515 Y L3 Y .75 6.75 7.50 F .13 3.50 C-3 4 .799 Y R3 Y .75 6.75 7.50 F .13 3.50 C-4 5 1.067 Y R1 Y 1.00 7.00 8.00 F .03 3.80 C-5 6 1.346 Y L1 Y 1.00 7.80 8.80 F .13 3.50 C-6 7 1.614 Y R3 Y .75 6.25 7.00 F .13 2.10 C-7 8 1.885 Y L3 Y 1.00 7.00 8.00 F .25 1.40 C-8 9 2.155 Y R1 Y 1.00 6.50 7.50 F .13 2.10 C-9 10 2.414 Y L1 Y .75 8.25 9.00 F .06 2.80 C-10 11 2.682 Y R3 Y .50 6.30 6.80 F .13 4.20 C-11 12 2.943 Y L3 Y .75 6.25 7.00 F .13 2.10 C-12 13 3.231 Y R1 Y .75 7.25
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/94/20250321_455365-1_sr-9_94001.pdf?sfvrsn=7eac411b_10071105FGT.FHWA
: StateSpecifications Office Section 007 Proposed S p e c i f i c a t i o n : S P 0 0 7 1 1 0 5 F G, at 414-4130. Sincerely, S i g n a t u r e o n f i l e D a n i e l S c h e e r , P . E . S t a t e S p e c i f i c a t i o ns E n g i n e e r D S / o t A t t a c h ment cc: FloridaTransportation Builders, Responsibilities: 7-11.5.5.2.1 F G T F a c i l i t i e s : W a i v e a n y a n d a l l c l a i m s f o r r e l i e f , w h e t h e r i n c o n t r a c t , t o r t o r o t h e r w i s e , a g a i n s t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/0071105fgt.fhwa.pdf?sfvrsn=ad1b69a1_0Exhibit 120-2 Redlines
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 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 D E R R U L E 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . 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, 4 , F . A . C . PROJECT CONTROLS ( ) ( ) ( ) 5 - RESTRICTIVE w/440 ft. Connection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-120-2-redlines.pdf?sfvrsn=18f2797f_2Exhibit 913-12 Redlines
/ 2 0 2 2 C : \ W o r k s e t s \ F D O T \ 1 2 3 4 5 6 1 5 2 0 1, LUKE S. WALKER, 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 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 D E R R U L E 6 1 G 1 5 - 2 3 . 0 0 4 , F, I C A L S E C T I O N S T A . 2 0 3 3 + 5 0 . 0 0 T O S T A . 2 0 3 4 + 0 0 . 0 0 T R A F F I C D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-913-12-redlines.pdf?sfvrsn=fab5511d_2649-031
With (3) Arm (F of Steel) Pole Base (F of Steel) Manufacturer's Name Arm Type Pole Type Financial Project ID Standard Design Arm Wall Thickness (in.) Pole Wall Thickness (in.) Arm (F of Steel) Pole Base (F of Steel) Manufacturer's Name Financial Project ID Special Design (See Sheet 2, Sheet 6) Pole Top 2 ' - 6 " 0 . 1 4 i n / f t T a p e r ( T y p . ) ( D o, e c t i o n 6 " F r o m A r m B a s e P l a t e . L o c a t e d A t B o t t o m O f A r m " Ø W
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/649-031.pdf?sfvrsn=cabe412c_1451270_Approved_TSP
OF � � � No 69241 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 E L O O T . A A I N E V A L LAVENIA A. TOOLE, P.E. NO. 69241, TRAFFIC DATA 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 D E R R U L E 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25122/451270_approved_tsp.pdf?sfvrsn=d9417187_120240814_441220-2_SR5_78020
F 2 15.865 R2 O 0.9 2.0 0.5 0.6 2.4 6.4 LR 1.2B II M P 3 15.979 L1 O 1.0 0.5 2.3 1.6 0.5 2.8 8.7, ABC=5.1 F 6 15.865 OR N 1.0 0.9 1.6 3.5 LR F 7 15.979 IL N 1.1 1.1 2.2 ABC=7.2 F 8 15.962RLTTLO, 0.5 0.7 2.8 11.8 LR F 12 0.333 R1 N 0.9 1.9 1.7 0.5 0.8 1.3 7.1 LR=7.4 F 13 0.255 R2 O 0.7 2.9 0.5 1.6 1.3 7.0 LR=7.0 0.7B IB L F 14 0.083 L1 I 0.4 4.2 3.1 0.5 2.3 10.5 CONC F 15 0.135 L2 N 0.7 2.2 0.8 0.5 1.5 3.5 9.2 CONC F 16 0.165 L2 N 0.6 2.0 1.0 0.5 2.2 2.0 8.3 CONC F 17 0.106 IR N 0.6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/78/20240814_441220-2_sr5_78020.pdf?sfvrsn=6c6f201c_1Exhibit 913-2 Redlines
Y P . 3 . 5 ' TURF 0 . 0 6 0 . 0 2 P O I N T P R O F I L E G R A D E 0 . 0 2 1 2 ' 4 " 1 : 6 1 2 " T U R F 2 0 ' 2 0 ' S H L D R . P A V T . 1 ' - 4 " S O D T U R F 1 : 6 0 . 0 6 4 " 4 " 0 . 0 2 0 . 0 2 P O I N T P R O F I L E G R A D E 4 " 1, W I D T H V A R I E S 1 : 4 G R O U N D N A T U R A L L I M I T S O F C O N S T R U C T I O N, ' M I N . 2 ' M I N . N A T U R A L G R O U N D T U R F T R A V E L L A N E S 2 4 ' R / W V
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-913-2-redlines.pdf?sfvrsn=da12da44_241754065201-PLANS-01-ROADWAY-VERIFIEDUTILITIES
M O C O D L A R E 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 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 D E R R U L E 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C, . JERALDO COMELLAS, JR., P.E. 45838 T H E O F F I C I A L R E C O R D O F T H I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad-27115/41754065201-plans-01-roadway-verifiedutilities.pdf?sfvrsn=19daefae_120231207_450723-1_SR 78_12060
A V E M E N T C O N D I T I O N COMMENTS 2 9.638 ML L1 Y 1.1 1.5 1.9 4.5 13.0 F 3 9.659 ML R2 Y 2.3 2.5 4.8 12.7 F 4 9.672 ML L2 Y 0.6 1.9 1.0 0.9 4.4 9.6 F 5 9.689 ML R1 N 3.0 2.5 5.5 11.0 F 12 9.807 ML R1 Y 0.8 1.9 1.6 4.3 9.7 17.0 F 13 9.898 ML R2 Y 0.9 1.6 0.7 1.8 5.0 10.8 F 14 9.923 ML L2 Y 0.9 2.6 1.0 4.5 11.0 F 20 10.118 ML L1 Y 1.0 3.2 4.2 11.8 F 23 10.252 ML R2 Y 0.6 2.7 1.4 4.7 10.8 F 28 10.367 ML L2 Y 0.9 2.0 2.5 5.4 11.1 F 30 10.513 ML R1 Y 0.7 2.0 1.7 4.4 9.6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20231207_450723-1_sr-78_12060.pdf?sfvrsn=8e57d108_120230912_446291-1_SR 78_12060
-Depth Cracking. Go-Pro Review Core 6 7.846 ML R1 Y 0.4 3.7 4.1 12.0 F 8 8.082 ML R2 Y 0.8 3.7 4.5 10.5 F 12 8.407 ML R1 N 1.3 3.7 5.0 11.1 12.7 F 15 8.674 ML R2 N 1.0 3.7 4.7 13.3 F 19 9.177 ML R1 Y 1.2 3.6 4.8 12.3 11.8 F 25 9.540 ML R2 Y 1.9 3.4 5.3 10.9 F 27 9.757 ML L2 N 0.9 1.9 1.7 4.5 11.1 12.2 F 28 9.637 ML L1 N 1.7 3.0 4.7 11.9 F 31 9.395 ML L1 Y 0.5 4.0 4.5 11.6 F 37 8.788 ML L2 Y 0.8 3.1 3.9 11.7 11.6 F 39 8.529 ML L1 N 1.0 3.5 4.5 11.7 F 42 8.326 ML L2 Y 0.5 4.4 4.9 11.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20230912_446291-1_sr-78_12060.pdf?sfvrsn=d9afeb3_1