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2026FDM242TrafficPacing
10 12 14 16 18 20 22 24 H O U R L Y P E R C E N T A G E O F C A P A C I T Y ( P E A K S E A S O N T R A F F I C ) Hours HOURLY VARIATION OF DAILY TRAFFIC, R C E N T A G E O F C A P A C I T Y ( P E A K S E A S O N T R A F F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm242trafficpacing.pdf?sfvrsn=d7620415_1ORD1012-RoadwayDesign3DModeling
of Florida Department of Tr a n s p o r t a t i o n F D O T C o n n e c t f o r O p e n R o a d s D e s, D U C T I O N S U P P O RT / CADD OFFICE TA L L A H A S S E E , F L O R I D A h t t p : / / w w w. f d o t . g o v / c a d d 3-D Modeling 4 FDOTConnect for OpenRoads Designer Roadway Design, • B u i l d i n g I n t e r s e c t i o n Te r r a i n s f r o m 3 D E l e m e n t s • A p p l i n g a S u r f a c e D e p t h t o Te r r a i n E l e m e n t s • P l a c i n g 3 D C i v i l C e l l s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/documentation/fdotconnecttraining/ord-c/ord1012-roadwaydesign3dmodeling.pdf?sfvrsn=21a03b0c_22026FDM910KeySignature
on the revision Signature Sheet. See Exhibit 910-5 for an example of a revision Signature Sheet. 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, SLEEVES D591-001 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm910keysignature.pdf?sfvrsn=3a64d931_9718eBookRedline
o n - F o r R e f e r e n c e O n l y - N o t a C o n t r a c t D, on the calendar, ending and beginning at midnight. R e d l i n e V e r s i o n - F o r R e f e r e n c e O n l y - N o t a C o n t r a c t D o c u m e n t, of components R e d l i n e V e r s i o n - F o r R e f e r e n c e O n l y, , if, as, or, when, or R e d l i n e V e r s i o n - F o r R e f e r e n c e O n l y
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/ebook/718ebookredline0284d6da3b0741cdbc2bf8487dc0f18b.pdf?sfvrsn=7f89920c_0Redline eBook7-20
CONSTRUCTION Redline eBook JULY 2020 R e d l i n e V e r s i o n - F o r R e f e r, - F o r R e f e r e n c e O n l y - N o t a C o n t r a c t D o c, o n - F o r R e f e r e n c e O n l y - N o t a C o n t r a c t D, with the Department to perform the work. R e d l i n e V e r s i o n - F o r R e f e, n - F o r R e f e r e n c e O n l y - N o t a C o n t r a c t D o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/ebook/redline-ebook7-20.pdf?sfvrsn=372027a9_6719 RedLine eBook
o n - F o r R e f e r e n c e O n l y - N o t a C o n t r a c t D, on the calendar, ending and beginning at midnight. R e d l i n e V e r s i o n - F o r R e f e r e n c e O n l y - N o t a C o n t r a c t D o c u m e n t, of components R e d l i n e V e r s i o n - F o r R e f e r e n c e O n l y, , if, as, or, when, or R e d l i n e V e r s i o n - F o r R e f e r e n c e O n l y
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/ebook/719-redline-ebook.pdf?sfvrsn=9d4d06a_2SS3460000
above 165° F. When the core temperature is expected to rise above 165° F, the percentage of fly ash, material replaced with metakaolin is 8% to 12% by weight. d. U l t r a fine F l y A s h - e n sure t, of a Type F or G admixture, meeting the requirements of Section 924, in all classes of concrete, except, in concrete mixes incorporating silica fume or metakaolin is mandatory. 346-2.5.3.2 F l o wing C o n c r e t e A d m i x t u r e s f o r P r e c a s t / P r e s t r e s s e d C o n c r e t e : U s e a T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss3460000.pdf?sfvrsn=821cb5d0_0SS3460000
with fly ash is 18% to 50% by weight, except where the expected core temperature is to rise above 165° F. When the core temperature is expected to rise above 165° F, the percentage of fly ash is required, replaced with metakaolin is 8% to 12% by weight. d. U l t r a fine F l y A s h - e n sure t h, ). 346-2.5.3HighRangeWaterReducingandViscosityModifyingAdmixtures: 346-2.5.3.1 G e n e r a l : The Contractor may propose the use of a Type F, incorporating silica fume or metakaolin is mandatory. 346-2.5.3.2 F l o wing C o n c r e t e A d m
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3460000.pdf?sfvrsn=1192a65b_0SS3460000
with fly ash is 18% to 50% by weight, except where the expected core temperature is to rise above 165° F. When the core temperature is expected to rise above 165° F, the percentage of fly ash is required, replaced with metakaolin is 8% to 12% by weight. d. U l t r a fine F l y A s h - e n sure t h, ). 346-2.5.3HighRangeWaterReducingandViscosityModifyingAdmixtures: 346-2.5.3.1 G e n e r a l : The Contractor may propose the use of a Type F, incorporating silica fume or metakaolin is mandatory. 346-2.5.3.2 F l o wing C o n c r e t e A d m
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3460000fb6feeb5634142619205128961aff379.pdf?sfvrsn=3ef4596b_0SS3460000
e c t i o n 9 0 1 F i n e A g g r e g a t e, c r e t e : a . F l y A s h - E n s u r e t h a t t h e q u a n t i t y o f c e ment replaced with fly ash is 18% to 50% by weight, except where the core temperature is expected to rise above 165°F, u r e t h a t t h e q u a n t i t y o f c e ment replaced with slag is 50% to 70% by weight. Ensure, and slag. (2) D r i l l e d Shaft: a. F l y A s h - E n s u r e t h a t t h e q u a n t i t y o f c
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/ss3460000.pdf?sfvrsn=f1ecf3ce_0119eBookRedline
Federal Specifications and Standards R e d l i n e V e r s i o n - F o r R e f, at midnight. R e d l i n e V e r s i o n - F o r R e f e r e n c e O n l, e r s i o n - F o r R e f e r e n c e O n l y - N o t a C o n t r, V e r s i o n - F o r R e f e r e n c e O n l y - N o t a C o n t r, . The official testing laboratory used by the Department. R e d l i n e V e r s i o n - F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/ebook/119ebookredline86e831a5ccd14cf79a27632da0ce823c.pdf?sfvrsn=b33bde59_0SS4600000
) 2. A l l t r u s s members n o t d e s i g nated as cross frames 3. C r o s s f r a mes, d i a p h r a g ms a n d c o n n e c t i o n p l a t e s o f h o r i z o n t a l l y c u r v e d b e a ms or girders 4. R i b members o f s t e e l a r c h e s 5. B r a c i n g members s u b j e c t e d t o a n d s p e c i f i c a l l y d e s i g n e d f o r t r a f f i c l i ve load and/or other loads 6. C r o s s f r a mes o r d i a p h r a g ms at pier and abutment supports of tub or box girders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4600000e782745f28d14bc28a7ee5746f91ef56.pdf?sfvrsn=2dd36b5a_0SS4600000
) 2. A l l t r u s s members n o t d e s i g nated as cross frames 3. C r o s s f r a mes, d i a p h r a g ms a n d c o n n e c t i o n p l a t e s o f h o r i z o n t a l l y c u r v e d b e a ms or girders 4. R i b members o f s t e e l a r c h e s 5. B r a c i n g members s u b j e c t e d t o a n d s p e c i f i c a l l y d e s i g n e d f o r t r a f f i c l i ve load and/or other loads 6. C r o s s f r a mes o r d i a p h r a g ms at pier and abutment supports of tub or box girders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4600000.pdf?sfvrsn=7060f17e_02021 January Redline eBook
Administration R e d l i n e V e r s i o n - f o r R e f e r e n c e O n l y N, . R e d l i n e V e r s i o n - f o r R e f e r e n c e O n l y N o, o n - f o r R e f e r e n c e O n l y N o t a C o n t r a c t D o, , determined, directed, disapproved, established, R e d l i n e V e r s i o n - f o r R e f e r e n c e O n l y N o t a C o n t r a c t D o c u m e n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/ebook/2021-january-redline-ebook.pdf?sfvrsn=97c3f957_2Seg 2 - 5. Rodgers - GeoStat
o r t h i n g ( f t ) Easting (ft) -10 -5 0 5 10 0 20 40 60 E l e v a t i o n ( f t ) SPT-N (blows/ft) Site measurements within layer Easting N o r t h i n g, -70 -60 -50 -40 0 2000 4000 6000 E l e v a t i o n ( f t ) Total resistance (tons, energy, e (psi) Plan view of MWD borings E l e v a t i o n ( f t ) Formation of layer, using MWD site data (cont’d): • Calculate unit side friction (f s ) using McVay et al. (1992
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/geotechnical/conference/grip/2023/seg-2---5-rodgers---geostat.pdf?sfvrsn=2c5bd71a_1Quadguard Elite - NCHRP350 - (Temporary) Drawings (01.01.2013)
NO. f"".w ~ID~THtif~~60~7~18~7=-+-i t~24~"+ ---@~ = L ~- 6071s9 30" ,111111,,,,,, ,,,,, R. Eclr.L''',,, ,, ~1; •••••••• '-.('),._ '-' \ h'v • • EN n ••:r,. , ,, - •• ~ .:- ~ ~•••f:t. 0 R \ ~.•"0, SHm s 1 & a 6050 09/ 13/18 A JM S BRE c;;;;;;gf:f:'AB'ORPTI(){{ ~ RAWING: EV: SHEET: 0 60-36-66, ...--......;...;:;...,..;;....=......;;...;...._ ___,JI...--..J.---,,, TH...,, P•FE ""--04.,..,, 8Ro -, ,F,..,.,, ,8/2~ !W2018 @ P ARTS LIS T ITEM, ..... ,,,. f ~ III•~ ~ \\} -I- UNLESS OTHERWISENOTED, ALL DIMENSIONSARE IN METERS {INCH). TR~IN I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/crash-cushion/quadguard-elite---nchrp350---(temporary)-drawings-(01-01-2013).pdf?sfvrsn=71657a72_12024June-Fri10-SafetyAnalysisUsingSignal4Analytics
platform developed by and hosted at University o f Florida, Geoplan Center. Creates both spatial and non, , traffic engineering, transportation planning agencies, and research institutions in the state o f, at U.F. Expanded to Regional system, for Metroplan Orlando Received g rant f rom the state, to the Signal4 database Signal4 is now t h e data b a se o f record for F D OT cra s h data S4 and CAR: Merging o f databases • New and updated crash data are transferred daily from FLHSMV
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024june-fri10-safetyanalysisusingsignal4analytics.pdf?sfvrsn=35605886_1102-200
: joint opening at 70 degrees F. fixed bearings and ambient temperature at the time of installation, 11/01/23 � End Bent 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 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-200.pdf?sfvrsn=8978af4f_1New Design Criteria for SSI-G Bridges_PPT Slides_Published
t s ( k i p s - f t ) Length (ft) Total Non-Composite Dead Load Moments I n t e r, Penetration in. 7.00 Shear Connector Height, h= t s /2+haunch-t f LRFD, 6.10.10.1.1 OK 8.00 Check h/d, -amplitude fatigue threshold, (∆F) TH ≥ 1090 → FaƟgue-I according to 6.10.10.2 3100 (ADTT) SL ksi 4.21, (140-170)ft (30-140)ft (0-30)ft Use Max V f at 170 Use Max V f at 30 Use Max V f at 0 30 110, Short Term N.A. from bottom of beam, C bot in. 105.50 104.38 103.38 Total Depth, D =b f +web
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease_test_old/new-design-criteria-for-ssi-g-bridges_ppt-slides_published.pdf?sfvrsn=439ddfca_1SP0090103LS
- 0 . 9 5 P b ) d u r i n g a p e r i o d o f d e c r e a s i n g p r i c e s . Ai = Total dollar am o u n t - p o s i t i v e o r n e g a t i v e - o f t h e c o s t a d j u s t ment for each kind, and month of this progress estimate: Ai = Fi (Pi - 1 . 0 5 P b ) d u r i n g a p e r i o d o f i n c, f t h e c o s t a d j u s t ment for each kind of fuel used by the Contractor during the month “i, will be derived only from the established Standard F u e l F a c t or list posted on the State
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/workbook/sp0090103ls.pdf?sfvrsn=4b7c7253_0