9038 search results for f
0050000.origind
Townsend 850‐414‐4303 olivia.townsend@dot.state.fl.us Date: S p e c i f i c a t i o n S e c tion: O r i, : DanielScheer,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 0 0 5 0 0 0 0 C o n t r o l o f t h e W o r k . Inaccordance with Specification Development Procedures, we, the requirements and information given on the approved Plans. 5-1.4ShopDrawings: 5-1.4.1. D e f i, . (d) C o n s t r u c t i o n A f f e c t i n g P u b l i c S afety: Construction that may jeopardize
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/0050000.origind.pdf?sfvrsn=5411713d_045373015201-ESTIMATES-QUANTITIES
Pay Item Number Pay Item Description Units of Measure P F P F Design Notes Construction Remarks, Pay Item Number Pay Item Description Units of Measure Number Required Duration (Days) P F P F Units P F Const. Phase Design Notes Construction Remarks 0102 1 Maintenance of Traffic LS 1, Number Required Duration (Days) P F P F Units P F Const. Phase Design Notes Construction Remarks, Length (FT) Width (FT) P F P F Units P F Const. Phase Alignment Begin Station End Station Side
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27114/45373015201-estimates-quantities.pdf?sfvrsn=266bf65a_12024FDM910KeySignature
, 123457-1-56-01 WITH FINANCIAL PROJECT ID(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, 5 - 2 3 . 0 0 4 , F . A . C . BEN K. UWAIBI, P.E. FDOT PROJECT MANAGER: ENGINEER, t s \ F D O T \ 1 2 3 4 5 6 1 5 2 0 1 \ R o a d w a y \ K E Y S R, NO. SHEET YEAR FISCAL T0000 22 1 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/roadway/fdm/2024/2024fdm910keysignature.pdf?sfvrsn=f22d4b07_3FDOTConnectOBM-FSB-Workflow
SECTION THRU SUPERSTRUCTURE WITH CONSTANT CROSS SLOPE SUPERSTRUCTURE TYPICAL SECTION F o r I n f o r m a t i o n O n l y N o t f o r C o n s t r u c t i o n B B C, ' - 5 " 8 5 4 ' - 5 ¡ F S B s 2 ' - 2 " S h i f t a s r e q u i r e d t o c l e a r B a r s 5 T 3 a n d F S B B a r s 4 K B a r s 5 T 1, ' - 4 " T r a f f i c 3" R a i l i n g 1 ' - 4 " T r a f f i c 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/documentation/fdotconnecttraining/obm/fdotconnectobm-fsb-workflow.pdf?sfvrsn=dad01807_1430-022
A-A > D or R Fillet (Typ.) Pipe/Slab F (Mitered End Section Pipe Length) PLAN - MULTIPLE PIPE, Single Pipe Quad. A B C X D Dia. R Rise S Span Pipe Single E F G 3" CONC. SLAB (CY, Reinforced With WWR Concrete Slab, 3" Thick F (Mitered End Section Pipe Length) General Note 7, EXTRA Pipe Quad. Pipe Single A B C X D Dia. R Rise S Span Pipe Single E F G GRATE SIZES, ) S a d d l e S l o p e ( S e e " 2 1 1 R e f . 2 " R e f . " 1 6 1 3 1 " 2 1 " R
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/430-022.pdf?sfvrsn=4684aa34_2Using SunGuide Travel Times
01/16/09 SteveDellenback,SwRI SWD 01/27/09 M o d i f i e d B y : Steve Dellenback, SwRI SWD 11/14/06, 2 . 1 C o n f i g u r e T V T, .......................................................................................................................... 2 7 4 . F r e q u e n t l y A s k e d Q u e s t i o n s ( F A Q s, T a b l e 2 : R e v i s e d C o n f i g u r a t i o n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/whitepapers/using-sunguide-travel-times.pdf?sfvrsn=70ca6446_12025FDM910KeySignature
): 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, 9 : 3 6 : 0 6 A M C : \ W o r k s e t s \ F D O T \ 1 2 3 4 5 6 1, NO. CONSTRUCTION NO. SHEET YEAR FISCAL T0000 22 1 T H E O F F I C I A L R E C O
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm910keysignature.pdf?sfvrsn=3a7cbc29_4102-200IntreviewPkg
degrees F. fixed bearings and ambient temperature at the time of installation, assume a 1, e r s i d e o f E x p a n s i o n B e a r i n g U n d e r s i d e o f F i x e d B e a r i n g 5'-0" Berm (Min.) Stop (Typ. both ends) AB505C Distributing Beam U n d e r s i d e o f F i x e d B e a r i n g U n d e r s i d e o f E x p a n s i o n B e a r i n g 1 ' - 0 " T r u s s P a n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-200intreviewpkg.pdf?sfvrsn=7257682e_1102-200IndReviewPkg
degrees F. fixed bearings and ambient temperature at the time of installation, assume a 1, e r s i d e o f E x p a n s i o n B e a r i n g U n d e r s i d e o f F i x e d B e a r i n g 5'-0" Berm (Min.) Stop (Typ. both ends) AB505C Distributing Beam U n d e r s i d e o f F i x e d B e a r i n g U n d e r s i d e o f E x p a n s i o n B e a r i n g 1 ' - 0 " T r u s s P a n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-200indreviewpkg.pdf?sfvrsn=2de7626d_1102-200FHWAReviewPkg
degrees F. fixed bearings and ambient temperature at the time of installation, assume a 1, e r s i d e o f E x p a n s i o n B e a r i n g U n d e r s i d e o f F i x e d B e a r i n g 5'-0" Berm (Min.) Stop (Typ. both ends) AB505C Distributing Beam U n d e r s i d e o f F i x e d B e a r i n g U n d e r s i d e o f E x p a n s i o n B e a r i n g 1 ' - 0 " T r u s s P a n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-200fhwareviewpkg.pdf?sfvrsn=8292d25b_1SunGuide-UTVT-3.0
01/16/09 SteveDellenback,SwRI SWD 01/27/09 M o d i f i e d B y : Steve Dellenback, SwRI SWD 11/14/06, 2 . 1 C o n f i g u r e T V T, .......................................................................................................................... 2 7 4 . F r e q u e n t l y A s k e d Q u e s t i o n s ( F A Q s, T a b l e 2 : R e v i s e d C o n f i g u r a t i o n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/documents/training/operator/sunguide-utvt-3-0.pdf?sfvrsn=c4fbd59e_1SunGuide-UTVT-3.0
01/16/09 SteveDellenback,SwRI SWD 01/27/09 M o d i f i e d B y : Steve Dellenback, SwRI SWD 11/14/06, 2 . 1 C o n f i g u r e T V T, .......................................................................................................................... 2 7 4 . F r e q u e n t l y A s k e d Q u e s t i o n s ( F A Q s, T a b l e 2 : R e v i s e d C o n f i g u r a t i o n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/documents/training/administrator/sunguide-utvt-3-0.pdf?sfvrsn=f0bcecc2_1521-660FHWAApproved
r b R a i l i n g B i c y c l e P e d e s t r i a n / T r a f f i, a r s 4 F 4 & 4 F 5 B a r s 4 F 1 , 4 F 2 & 4 F 3 (See Note a) Bars 4F3, " B a r s 4 F 6 , 4 F 7 & 4 F 8 [4 for Option 3] (6) 8 Reverse Breakout, r a f f i c o r 12~5G @ 6" (Top & Bottom) " 2 1 1 " 1 6 7 6 See Detail, A P P R O V E D D R A F T 7 / 3 0 / 2 0 2 4 1 1 : 4 2 : 4 5 A M R E V
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/521-660fhwaapproved.pdf?sfvrsn=2d01b7fb_13460200-722FHWA
temperature at the time of concrete placement is 60°F and below. 3460200 All Jobs 346-2.3, Fly Ash Type F Slag Highly Reactive Pozzolans (4) Silica Fume Metakaolin Ultra-Fine Fly Ash, environments. (2) For Concrete with Core Temperature T≤165°F. (3) For Concrete with Core Temperature T≥165°F. (4) Highly reactive pozzolans may be used below the specified ranges to enhance, target slump is 7 inches with a tolerance of ± 1.5 inches when a Type F, G, I or II admixture is used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/3460200-722fhwa.pdf?sfvrsn=7883f617_2100819 3rd Party Data Feed System - User Guide v1_1_Final
1.1 General I n f o r m a t i o n, 2 R e f e r e n c e s, a r t y D a t a F e e d, y n a m i c M e s s a g e S i g n F D O T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/documents/training/operator/100819-3rd-party-data-feed-system---user-guide-v1_1_final.pdf?sfvrsn=6803d088_1100819 3rd Party Data Feed System - User Guide v1_1_Final
1.1 General I n f o r m a t i o n, 2 R e f e r e n c e s, a r t y D a t a F e e d, y n a m i c M e s s a g e S i g n F D O T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/documents/training/operator/100819-3rd-party-data-feed-system---user-guide-v1_1_final3d5a9969-ab8e-4a72-9478-0502b5007036.pdf?sfvrsn=639eaad4_145373015201-PLANS-02-SIGNINGMARKING
S-1 LIGHTING SIGNING AND PAVEMENT MARKING ROADWAY (FEDERAL FUNDS) 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 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, I G N E L A N O I S S E F O R P A D I R O L F SHEET DESCRIPTION SHEET
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27114/45373015201-plans-02-signingmarking.pdf?sfvrsn=e76b7568_144893715201-PLANS-01-ROADWAY
NO. SHEET 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 . F L O R I D A ' S 2 / 1 9 / 2 0 2 4 1 : 2 0 : 1 6 P M FT, O I S S E F O R P A D I R O L F TEMPORARY TRAFFIC CONTROL PLANS 51 - 55 SPECIAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25129/44893715201-plans-01-roadway.pdf?sfvrsn=95affad0_1SunGuide Architecture Guidelines (SAG) 2.0
SWD 1/17/07 SteveDellenback,SwRI SWD 2/16/07 RogerStrain,SwRI RLS 12/4/12 M o d i f i e d B y, 2 . 1 C o n f i g u r a t i o n F i l e, 2 2 . 7 I n t e r f a c e s, 7 L i s t o f F i g u r e s P a g e F i g u r e 1 - 1 - H i g h - L e v, F i g u r e 2 - 2 - S t a t u s L o g g e r
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/development/sunguide-architecture-guidelines-(sag)-2-0.pdf?sfvrsn=912cb901_120230926_423071-5_SR93_26260
Median Curbed (Y / N): N Paved Lawn Crack Pvmt Cond BIND FC5SP12.5 S ARMI S T1 F. A. Proj, / N): N Paved Lawn Crack Pvmt Cond BIND FC5SP12.5 S ARMI S T1 F. A. Proj. No.: To: SOUTH OF SR, OF CR 234 F. A. Proj. No.: To: SOUTH OF SR 121 Inside: PAVED County: ALACHUA SR No.: SR 93 (I-75, , ENVIRONMENTAL AND GEOTECHNICAL SPECIALISTS, INC. (EGS) Date: 9/26/2023 4 7 F. A. Proj. No.: To: SOUTH OF SR, Core Lgth. (in.) 42 in. FROM Y/L, TRANSVERSE CRACK 56 3.700 IR N 1.6 2.3 3.9 IB L F 3.6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/26/20230926_423071-5_sr93_26260.pdf?sfvrsn=66de506b_1