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Lake Worth Beach Meeting Presentation 05.29.2025
freeway segments will operate at Level of Service (LOS) E or F for at least one peak hour period, Agency (TPA) on Thursday, December 14, 2023 at 9:00 am. 2023 2024 2025 2026 2027 W Sp Su F W Sp Su F W Sp Su F W Sp Su F W Sp Su F Begin Study *Project Kick-Off Data Collection and Analysis, Continuous Public Engagement W : Winter, Sp : Spring, Su : Summer, F : Fall 32 MASTER PLAN PD&E
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/i95mlokeechobee/lake-worth-beach-meeting-presentation-05-29-2025.pdf?sfvrsn=81c92ea2_1MeetingPackage03192019
e s H S M V ( R e g . F e e s ) 2 2 , 5 4 3 , 9 0 5 S a l a r i e s & B e n e f i t s 9 4 4 , 8 2 4 H S M V ( v o l u n t a r y ) 7, , 7 6 3 F i v e Y e a r T D P l a n 5 , 0 0 0 S B 1 9 9 8 1 0 , 0 0, 0 U n r e s e r v e d F u n d s T D T F 1 , 5 8 3 , 3 0 1 A O R M, 6 8 A d m i n F e e 3 , 9 5 8 T o t a l 5 7 , 6 0 7 , 8 7 8 T o t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/meetingpackages/2019-meetings/meetingpackage03192019.pdf?sfvrsn=6a3c3917_2fdot-bed25-977-04-rpt
KNOW MULTIPLY BY TO FIND SYMBOL TEMPERATURE (exact degrees) o F Fahrenheit 5 (F-32)/9 or (F-32, C Celsius 1.8C+32 Fahrenheit o F SYMBOL WHEN YOU KNOW MULTIPLY BY TO FIND SYMBOL ILLUMINATION, Form DOT F 1700.7 (8-72) Reproduction of completed page authorized vi Acknowledgments The authors, .......................................................... 88 Appendix F – Bridge 101 Data Collection Summary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed25-977-04-rpt.pdf?sfvrsn=c3424ab7_1521-484
, TYPE F SHOWN) SECTION X-X (TYPICAL CURB, 9" Curb QUANTITY UNIT SPREAD FOOTING APPROACH QUANTITIES, for clarity) PARTIAL ELEVATION OF INSIDE FACE OF RAILING F F D D A A ~ ~ ~ to be removed when present, PLAN SECTION F-F see Index 521-480. placement of Dowel Bars 6D Details For Expansion Dowel, . For Expansion Dowel Assemblies Details and For Section F-F see Sheet 6. For Section D-D see Sheet 5, . to maintain Cover Max. (Typ.) Clip bars as Bars 5F @ 8" spacing Bars 5S Curb Top of " ƀ 3 " ƀ 7 F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/521-484.pdf?sfvrsn=54666019_1700-010
A L P A N E L A R E A ( S F ) ALUMINUM COLUMN (POST) SELECTION TABLE 11 1 700-010, , Concrete Stub, and F. Galvanized Bolts (Sleeve): ASTM A307 with Galvanized Hex Nuts and Washers E, A ( S F ) ALUMINUM COLUMN (POST) SELECTION TABLE (O.D. in.) 11 3 700-010 SINGLE COLUMN GROUND, " Plate (Typ.) Aluminum Base F i n i s h e d G r a d e 4 " M a x . T o 'W' S t, 'D' Base Bolt (Typ.) High Strength ' L ' 'L' M L/2 (See Note 3.D) Shims As Reqd. F i n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/700-010.pdf?sfvrsn=46c391bf_2700-010
T A L P A N E L A R E A ( S F ) ALUMINUM COLUMN (POST) SELECTION TABLE 11 1, Post, Concrete Stub, and F. Galvanized Bolts (Sleeve): ASTM A307 with Galvanized Hex Nuts, A ( S F ) ALUMINUM COLUMN (POST) SELECTION TABLE (O.D. in.) 11 3 700-010 SINGLE COLUMN, " Plate (Typ.) Aluminum Base F i n i s h e d G r a d e 4 " M a x . T o 'W, ' Hole Size 'D' Base Bolt (Typ.) High Strength ' L ' 'L' M L/2 (See Note 3.D) Shims As Reqd. F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/idx/700-010.pdf?sfvrsn=1d8b3fe4_3700-010
A L P A N E L A R E A ( S F ) ALUMINUM COLUMN (POST) SELECTION TABLE 11 1 700-010, Post, Concrete Stub, and F. Galvanized Bolts (Sleeve): ASTM A307 with Galvanized Hex Nuts and Washers, A ( S F ) ALUMINUM COLUMN (POST) SELECTION TABLE (O.D. in.) 11 3 700-010 SINGLE COLUMN GROUND, " Plate (Typ.) Aluminum Base F i n i s h e d G r a d e 4 " M a x . T o 'W' S, Size 'D' Base Bolt (Typ.) High Strength ' L ' 'L' M L/2 (See Note 3.D) Shims As Reqd. F i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/700-010.pdf?sfvrsn=daf22623_1521-484
) TYPE VARIES, TYPE F SHOWN) SECTION X-X (TYPICAL CURB, 9" Curb QUANTITY UNIT SPREAD FOOTING, not shown for clarity) PARTIAL ELEVATION OF INSIDE FACE OF RAILING F F D D, CURB AND PARTIAL PLAN SECTION F-F see Index 521-480. placement of Dowel Bars 6D Details, Index 521-480. For Expansion Dowel Assemblies Details and For Section F-F see Sheet 6. For Section, Top of " ƀ 3 " ƀ 7 F G D A A D G F PARTIAL PLAN OF RAILING SECTION G-G breaker along joint
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-484.pdf?sfvrsn=4b16ba66_1FDOT MPO Program Management Handbook_Ch 11
and program and how they are addressed in Florida. F lo r idaS trateg icH ighwaySafe tyP lan(SHSP, and programs. F lo r idaH ighwaySafe tyP lan(HSP ) The HSP is a state’s application to the National, and targets for the upcoming year and identifies programs and projects for funding. 8 F lo r idaH, Safety Office to program and fund them. F lo r idaT ranspo r tat ionP lan(FTP ) The FTP, CFR 450.324(f)(5)] More information on the LRTP can be found in Chapter 5 of the MPO Handbook
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/metrosupport/mpo-program-management-handbook/fdot-mpo-program-management-handbook_ch-11.pdf?sfvrsn=8cc20f02_4Section93V2-725
of 68°F to 86°F, or for hot weather mixes at a minimum concrete temperature of 94ºF. Use only Topic, mixes temperature between 68°F to 86°F (standard Topic No.: 675-000-000 Materials Manual Effective, Concrete trial Batch Mix temperature of 94°F (hot weather mixes): (1) Ensure that preparation, or on sheet metal over fire. Do not heat the aggregates or water to a temperature of over 150 ° F. If either component is heated to over 100 ° F, mix them together prior to the addition
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content, air voids, and density) by lot. 2. G r a d a t i o n o f i n c o ming a g g r e g a t e, within a range of 230 to 370°F [110 to 188°C] in advance of mixing operations. Maintain constant heating, Option: Apply a tack coat on the following surfaces only when so directed by the Engineer: 1. F r e s h l y p r i m e d b a s es. 2. S u r f a c e t r e a tment. 330-9 Placing Mixture. 330-9.1, Asphalt Paving Level I technician. Do n o t p e r f o r m a cceptance t e s t i n g f o r s u r f a c
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content, air voids, and density) by lot. 2. G r a d a t i o n o f i n c o ming a g g r e g a t e, within a range of 230 to 370°F [110 to 188°C] in advance of mixing operations. Maintain constant heating, Option: Apply a tack coat on the following surfaces only when so directed by the Engineer: 1. F r e s h l y p r i m e d b a s es. 2. S u r f a c e t r e a tment. 330-9 Placing Mixture. 330-9.1, Asphalt Paving Level I technician. Do n o t p e r f o r m a cceptance t e s t i n g f o r s u r f a c
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3300000.do.pdf?sfvrsn=313fd48a_03500000SS
as provided below. 350-7.2 F a b r i c : Place fabric reinforcement at right angles, t h t h a t , w h e n i t i s c o n s o l i d a t e d a n d f i n i s h e d , t h e s l a b t h i c, . T h e s u r f a c e w i l l a t n o p o i nt be below the grade specified for the finished surface, u c t i o n j o i n t s a t t h e e n d o f a l l p o u r s a n d a t o t h e r l o c a t i o n s w h e r e t h e p a v i n g o p e r a t i o n s a r e s t o p p e d f o r a s l o n g a s 3 0
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Re: StateSpecifications Office Section 353 Proposed S p e c i f i c a t i o n : 3 5 3 0 0 0 0 C o, to this specification change, please call me 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 / d t A t t a c h, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S e c t i o n 9 0 1 F i n e A g g r e g a t e, . . . . . . . . . . . . . . . . . . . . . . . . . A A S H T O M - 1 4 4 , T y p e 1 F i b e r s . . . . . . . . . . . . . . . . . . D e v e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3530000.fhwa2.pdf?sfvrsn=76fc58ff_03530000.FHWA3
Re: StateSpecifications Office Section 353 Proposed S p e c i f i c a t i o n : 3 5 3 0 0 0 0 C o, 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, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S e c t i o n 9 0 1 F i n e A g g r e g a t e, . . . . . . . . . . . . . . . . . . . . . . . . . A A S H T O M - 1 4 4 , T y p e 1 F i b e r s . . . . . . . . . . . . . . . . . . D e, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . not to exceed 100°F
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the reinforcement as provided below. 350-7.2 F a b r i c : Place fabric reinforcement at right angles, p t h t h a t , w h e n i t i s c o n s o l i d a t e d a n d f i n i s h e d , t h e s l a b t h i, . T h e s u r f a c e w i l l a t n o p o i nt be below the grade specified for the finished surface, s e c o n s t r u c t i o n j o i n t s a t t h e e n d o f a l l p o u r s a n d a t o t h e r l o c a t i o n s w h e r e t h e p a v i n g o p e r a t i o n s a r e s t o p p e d f o r a s l o n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3500000ss.pdf?sfvrsn=91fc4c9_03500000SS
the reinforcement as provided below. 350-7.2 F a b r i c : Place fabric reinforcement at right angles, p t h t h a t , w h e n i t i s c o n s o l i d a t e d a n d f i n i s h e d , t h e s l a b t h i, . T h e s u r f a c e w i l l a t n o p o i nt be below the grade specified for the finished surface, s e c o n s t r u c t i o n j o i n t s a t t h e e n d o f a l l p o u r s a n d a t o t h e r l o c a t i o n s w h e r e t h e p a v i n g o p e r a t i o n s a r e s t o p p e d f o r a s l o n
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: StateSpecifications Office Section 007 Proposed S p e c i f i c a t i o n : 0 0 7 0 7 0 2 L e g a l R, 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, ; and (f)6. the specific efforts employed to identify and award Contracts to DBEs. Uponrequest, the voluntary DBE goal. (f)6. A DBE performs a commercially useful function when it is responsible
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statement with Buy America provisions. F. The stockpile of non-domestic steel or iron shall, . Delivery date F. Aggregate producer’s statement with each shipment indicating that the shipped, dry the extracted fibers at temperature of 230 ± 10° F for a period of at least 16 hours, of the fibers, W, in grams. e. Calculate the fiber content (F) of each sample in lb/yd 3 as follows: F = 0.059525 x W/V V = Volume of unit weight container in ft 3 f. Report the results the fiber
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/section63v2cln.pdf?sfvrsn=f90baa7b_2SectionMM63V2
with Buy America provisions. F. The stockpile of non-domestic steel or iron shall be identified, 6-3-8 B. Location of mine C. Department pit number D. Department material code E. Delivery date F, the extracted fibers at temperature of 230 ± 10° F for a period of at least 16 hours or to obtain, of the fibers, W, in grams. e. Calculate the fiber content (F) of each sample in lb/yd 3 as follows: F = 0.059525 x W/V V = Volume of unit weight container in ft 3 f. Report the results the fiber
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/sectionmm63v2.pdf?sfvrsn=df1a8b39_2