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3460202.origind
Eelements when the ambient temperature is 60°F and below. 3460202 All Jobs SUBARTICLE 346-2.3, the core temperature is expected to rise above 165°F. In that case, ensure that the percentage of fly, II (a) 3,400 3 (b) II (Bridge Deck) 4,500 3 (b) III (e) 5,000 3 (b) III (Seal) 3,000 8 IV (d)(f) 5,500 3 (b) IV (Drilled Shaft) 4,000 8.5 V (Special) (d)(f) 6,000 3 (b) V (d)(f) 6,500 3 (b) VI (d)(f) 8,500 3 (b) (a) For precast three-sided culverts, box culverts, endwalls, inlets, manholes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/3460202.origind.pdf?sfvrsn=b207cf43_21100000.orig-2.ind
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, ,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 1 1 0 0 0 0 0 C l e a r i n g, f o l l o w i n g a r e a s : 1.Allareaswhereexcavationistobedone,includingborrowpits,lateral, e l o w t h e g r o u n d s u r f a c e . T r e a t s t u m p s w i t h a n h e r b i c i d e l a b e l e d f o r s t u m p u s e i n a c c o r d a n c e w i t h S e c t i o n 7. Use of soil
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/1100000.orig-2.ind.pdf?sfvrsn=20e6fe55_01100000.orig-2ind
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, ,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 1 1 0 0 0 0 0 C l e a r i n g, f o l l o w i n g a r e a s : 1.Allareaswhereexcavationistobedone,includingborrowpits,lateral, e l o w t h e g r o u n d s u r f a c e . T r e a t s t u m p s w i t h a n h e r b i c i d e l a b e l e d f o r s t u m p u s e i n a c c o r d a n c e w i t h S e c t i o n 7. Use of soil
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/1100000.orig-2ind.pdf?sfvrsn=c650d04a_04500100.impl
1 5 a n d 9 3 1 F R P R e i n f o rcing ..................... S e c t i o n s 4 1 5 a n d 9 3 2 F, he manufacturer’s c e r t i f i e d mill analysis and three 7 foot long, randomly selected samples, t i f i e d mill analysis and three 5 foot long randomly selected samples from the designated LOT, c o m m e n d a t i o n s o f t h e material manufacturer. d. A n y materials c h a n g e p r o p, that provided by the stranding shown in the Plans. f. Ultimate strength of the structure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4500100.impl.pdf?sfvrsn=cd6ef348_0SS1050000
in addition to these guidelines as necessary. 105-5.2 Personnel: 105-5.2.1 Q u a l i f i c a t i o n s, . b.Lossofaccreditedstatus. c.Failure to correct deficiencies in a timely manner. d. U n s a t i s f a c t o r y p e r f o r mance. e. C h a n g i n g t h e l a b o r a t o r y ’ s p h y s i c a l l o c, alternate Worksite Traffic Supervisors when necessary. 105-8.4 F l a g g e r : P r o v i d e t r a i n e d f l a g g e r s t o d i r e c t t r a f f i c w h e r e o n e - w a y o p e r a t i o n i n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1050000.pdf?sfvrsn=6f872859_0SS1050000
in addition to these guidelines as necessary. 105-5.2 Personnel: 105-5.2.1 Q u a l i f i c a t i o n s, . b.Lossofaccreditedstatus. c.Failure to correct deficiencies in a timely manner. d. U n s a t i s f a c t o r y p e r f o r mance. e. C h a n g i n g t h e l a b o r a t o r y ’ s p h y s i c a l l o c, alternate Worksite Traffic Supervisors when necessary. 105-8.4 F l a g g e r : P r o v i d e t r a i n e d f l a g g e r s t o d i r e c t t r a f f i c w h e r e o n e - w a y o p e r a t i o n i n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1050000ae34a485973240d19782e02593fc0a30.pdf?sfvrsn=6e5dd0e4_0Section6 1_041214
: Flexible Pipes (Metal and Plastic) 6-1-2 Formatted: Highlight F) Field sampling and Testing Manual, or Expanded Rubber (15) ASTM F 467, Specification for Nonferrous Nuts for General Use (16) ASTM F 468, Specification for Nonferrous Bolts, Hex Cap Screws, and Studs for General Use (17) ASTM F 568, , 2014 Volume II: Flexible Pipes (Metal and Plastic) 6-1-12 Formatted: Highlight (18) ASTM F 593, Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs (19) ASTM F 594, Specification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section6-1_041214.pdf?sfvrsn=c43f52dd_14600101int
the changes affect other types of specifications? Neither List Specifications A f f e c t e d : Other, No Structures Manual Ben Goldsberry Ye s B a s i s o f E s t i m a t e s M a n u a l N o A p p r o v e d P r o d u c t L i s t N o C o n s t r u c t i o n O f f i c e N o M a i n t e n a n c e O f f i c e N, i n n o v a t i o n , a n d f o s t e r i n g t a l e n t ; e x p l a i n h o w ? T h e s e c h a n g e s a r e i n l i n e w i t h p r o m o t i n g s a f e t y a n d e n h a n c i n g m o b i l i t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/4600101int05146ff4-3141-4300-9fa7-96a4e4dc97a6.pdf?sfvrsn=396cff93_14600101ind
the changes affect other types of specifications? Neither List Specifications A f f e c t e d : Other, No Structures Manual Ben Goldsberry Ye s B a s i s o f E s t i m a t e s M a n u a l N o A p p r o v e d P r o d u c t L i s t N o C o n s t r u c t i o n O f f i c e N o M a i n t e n a n c e O f f i c e N, i n n o v a t i o n , a n d f o s t e r i n g t a l e n t ; e x p l a i n h o w ? T h e s e c h a n g e s a r e i n l i n e w i t h p r o m o t i n g s a f e t y a n d e n h a n c i n g m o b i l i t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/4600101ind.pdf?sfvrsn=c300de54_1715-002FHWAApprovedPkg
s ( S e e F o u n d a t i o n N o t e 2 ) F o u n d a t i o n D e p t h ( S e e F o u n d a t i o n T a b l e ) Sheet 1) Notes on (See General Base Shoe Cast Aluminum " 1 6 5 5 " 1 6 5 5 ( S e e F o u n d a t i o n N o t e 1 ) ( S e e F o u n d a t i o n T a b l e ) B o l t M i n, . Conduit with T i e B a r s ( S e e F o u n d a t i o n N o t e 2 ) F o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/715-002fhwaapprovedpkg.pdf?sfvrsn=ee5e437e_12012-RR-Survey-Report-FINAL
r a t i o n s P r o g r a m . I f y o u w o u l d l i k e t o u s e o r r e p r i n t a n y o f t, e o f C o n t e n t s R o a d R a n g e r B a c k g r o u n d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 P u r p o s e o f t h e S u r v e y, of the Department’s Tr a f f i c I n c i d e n t M a n a g e m e n t ( T I M ) Program. Road Rangers, e r y d a y a n d a r e a n a s s e t t o t h e F l o r i d a H i g h w a y P a t r o l a n d t h
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cvotim/tim/archive/rr-library/2012-rr-survey-report-final.pdf?sfvrsn=1996c155_1715-003FHWAReviewPkg
identification tag. G. Identification Tag: (Submit details for approval.) F. Perform all welding, Grade DH Heavy-Hex a. Shoe Base Bolts: ASTM F3125, Grade A325, Type 1 F. Base Bolts, Nuts, . Conduit with T i e B a r s ( S e e F o u n d a t i o n N o t e 2 ) Sheet 1) Notes on (See General Base Shoe Cast Aluminum " 1 6 5 5 " 1 6 5 5 ( S e e F o u n d a t i o n N o t e 1 ) 10" Pole Base O.D. 3 ' - 6 " M i n . F o u
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-003fhwareviewpkg.pdf?sfvrsn=2b56aee7_12024 WP Project Summary_D5
Summary of Projects 1 – A s o f D e c e m b e r 2 , 2 0 2 4 D i s t r i c t 5 D I S T R I C T F I V E P, Tentative Five-Year Work Program FY 2026 through FY 2030 Summary of Projects 2 – A s o f D e c e m b e, Tentative Five-Year Work Program FY 2026 through FY 2030 Summary of Projects 3 – A s o f D e c e m b e, 9 8 , 9 0 0 $ 8 0 , 6 2 1 , 7 0 0 $ - $ - $ - $ 1 1 2 , 7 2 0 , 6 0 0 R e s u r f a c i n g $ 1, (FY 2026 through FY 2030), by county, within F D O T D i s t r ict Five. County Fiscal Year 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/turnpike-work-program-summaries/2024-wp-project-summary_d5.pdf?sfvrsn=90e3735e_1October-12-Staff-Directors-Meeting-packetOCT2017
. Performance Measure Planning/Mobility Measures F. MPO Policy and Planning Guidance for Transit Applications, . Motion passed anonymously. F. AUTOMATED VEHICLES/CONNECTED VEHICLES GUIDANCE Dan Beaty, HNTB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2017/october-12-staff-directors-meeting-packetoct2017.pdf?sfvrsn=31930352_1MOT Session- PDF
of Transportation CPA M 9.1 - MAINTENANCE OF TRAFFIC AND SAFETY Discussion of Tra f f i c Control, Discussion of Tra f f i c Control Plan at Pre-Con • Section 9.1.6 • In addition to the topics, ON AND REPORTING • Standardizes procedure for reporting tra f f i c crashes that occur in work zones, ON AND REPORTING Identification of Tra f f i c Cra s h es • Section 9.3.5 • When a traffic crash, INCIDENT EVA LUAT I ON AND REPORTING Reporting Tra f f i c Cra s h es • Section 9.3.6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/mot-session--pdf.pdf?sfvrsn=c2151e5_1LAP3440000-122FHWA
Exceptions Class C Fly Ash ASTM C 618 Not to be used with Types IP or IS cements. Class F Fly Ash ASTM C 618 Not to be used with Types IP or IS cements. Petroleum Coke Class F ASTM C 618 Not to be used with Types IP or IS cements. Bark Ash Class F ASTM C 618 Not to be used with Types IP or IS cements, a maximum target slump of 7 inches when a Type F, G, I or II admixture is used. When flowing concrete, Weather: Do not mix or place concrete when the air temperature at placement is below 4540°F. During
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/fhwa/lap3440000-122fhwa.pdf?sfvrsn=5e20e8ea_2SS1050000
f i c q u a l i f i c a t i o n s . C e r t a i n materials require production under an approved, other items in addition to these guidelines as necessary. 105-3.2 Personnel: 105-3.2.1 Q u a l i f, alternate Worksite Traffic Supervisors when necessary. 105-5.4 F l a g g e r : P r o v i d e t r a i n e d f l a g g e r s t o d i r e c t traffic where one-way operation in a single lane is in effect, h n i c i a n L e v e l I , C o n c r e t e F i e l d T e c h n i c i a n - L e v e l I , a n d B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss10500008d801886206c48cead63566fbbb503bc.pdf?sfvrsn=9a6b1439_044787815201-Geotech Report_Mast Arms
-VALUES FOR DIFFERENT SHAFT DEPTHS Stiff N 1 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, - 2 3 . 0 0 4 , F . A . C . LEGEND: ENVIRONMENTAL CLASSIFICATION ASSUMED EXTREMELY, F. SOKOLIC, P.E. 9970 BAVARIA ROAD FORT MYERS, FLORIDA 33913 LICENSE NUMBER 64114 MC LL PI, 30 33 30 37 - - - - - 113 0 5 30 D E P T H ( F E E T ) 10 15 20 25 BOR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44787815201-geotech-report_mast-arms.pdf?sfvrsn=6aa9b575_1MOT Session
of Transportation CPA M 9.1 - MAINTENANCE OF TRAFFIC AND SAFETY Discussion of Tra f f i c Control, Discussion of Tra f f i c Control Plan at Pre-Con • Section 9.1.6 • In addition to the topics, ON AND REPORTING • Standardizes procedure for reporting tra f f i c crashes that occur in work zones, ON AND REPORTING Identification of Tra f f i c Cra s h es • Section 9.3.5 • When a traffic crash, INCIDENT EVA LUAT I ON AND REPORTING Reporting Tra f f i c Cra s h es • Section 9.3.6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/mot-session.pdf?sfvrsn=87d1d53a_144787815201-Geotech Report_Mast Arms
-VALUES FOR DIFFERENT SHAFT DEPTHS Stiff N 1 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, - 2 3 . 0 0 4 , F . A . C . LEGEND: ENVIRONMENTAL CLASSIFICATION ASSUMED EXTREMELY, F. SOKOLIC, P.E. 9970 BAVARIA ROAD FORT MYERS, FLORIDA 33913 LICENSE NUMBER 64114 MC LL PI, 30 33 30 37 - - - - - 113 0 5 30 D E P T H ( F E E T ) 10 15 20 25 BOR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44787815201-geotech-report_mast-arms819fd6b5-f1c7-4d35-90b0-0b8fa4821dfe.pdf?sfvrsn=2d79167a_1