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D5360002.do
536 GUARDRAIL-CERTIFICATION. (REV5-2-01)(FA6-14-01)(7-02) ARTICLE536-2(Pages666-668)isexpandedbythefollowing: 536-2.6 C e r t i f i c a t i o n : P r o v i d e t h e E n g i n e e r a c e r t i f i cation from the manufacturer confirming that all materials (timber or steel posts, anchor and offset blocks, reflector elements, and all other accessories) meet the requirements of this Section, Section 6 and the Design Standards. Provide the Engineer a copy of the certification at least ten
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5360002.do.pdf?sfvrsn=f83cf578_03200603.FHWA
Re: StateSpecifications Office Section 320 Proposed S p e c i f i c a t i o n : 3 2 0 0 6 0 3 H o, , 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, times when approved by the Engineer, at a hot mix asphalt temperature not to exceed 330°F, of Table 320-2 and 320-3 apply, but in no case shall the temperature be below 280°F. SUBARTICLE, Plant MixingTemperature ±30° F Roadway (mix in truck) Compaction Temperature ±30°F Roadway (mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3200603.fhwa.pdf?sfvrsn=f2678f64_0SS3301102
330 JOINTS-LONGITUDINAL J O I N T S . (REV7-17-06)(FA7-20-06)(1-07) SUBARTICLE330-11.2(Page254)isdeletedandthefollowingsubstituted: 330-11.2 L o n g i t u d i n a l J o i n t s : F o r a l l l a y e r s o f p a v e ment except the leveling course, place each layer so that longitudinal construction joints are offset 6 to 12 inches laterally between successive layers. Plan offsets in advance so that longitudinal joints of the friction course are not in wheel path areas. The Engineer may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss3301102.pdf?sfvrsn=3f044d90_0SS3301102
330 JOINTS-LONGITUDINAL J O I N T S . (REV7-17-06)(FA7-20-06)(1-07) SUBARTICLE330-11.2(Page254)isdeletedandthefollowingsubstituted: 330-11.2 L o n g i t u d i n a l J o i n t s : F o r a l l l a y e r s o f p a v e ment except the leveling course, place each layer so that longitudinal construction joints are offset 6 to 12 inches laterally between successive layers. Plan offsets in advance so that longitudinal joints of the friction course are not in wheel path areas. The Engineer may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss3301102c9418290fd2749bea3f8f2be0788bfaa.pdf?sfvrsn=846ddd0e_09650200.FHWA
: StateSpecifications Office Section 965 Proposed S p e c i f i c a t i o n : 9 6 5 0 2 0 0 G e n e r a l P r o v i s i o n s f o r A l u m i n u m I t e m s ( I n c l u d i n g W e l d i n g ) D e, 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, minum materials u s e d f o r p i p e , t u b e , s h e e t a n d o t h e r s t r u c t u r a l s h
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9650200.fhwa.pdf?sfvrsn=77720194_020250417_209697-6_SR13_72160
6 2.500 R1 O 1.7 1.4 1.2 4.3 LR 4.3B II M P 7 3.000 R1 N 1.5 2.1 1.1 4.7 LR F 8 0.100 R2 O 1.5 1.6 2.0 5.1 LR F 9 0.225 R3 O 1.4 1.9 0.4 3.7 LR 1.4B IIIM P 100.700 R3 I 1.2 2.8 0.4 4.4 LR 1.9B II M P 111.200 R3 O 1.5 1.6 3.1 LR=9.7"1.5B IB L F 121.700 R3 N 1.0 1.4 0.7 3.1 LR F 132.409 R3 O, 4.2FLOW FILL F 160.100 L1 N 1.5 1.5 1.5 4.5 LR 2.0B II M F 170.600 L1 I 1.4 1.7 3.1 LR=8.9"3.1B II M F 181.100 L1 I 1.3 1.5 1.0 3.8 LR 3.8B II L F 191.600 L1 I 1.6 1.4 1.0 4.0 LR 1.7B IB L F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20250417_209697-6_sr13_72160.pdf?sfvrsn=596d59a8_1BCover
Effective for Projects with Lettings in the Fiscal Year (FY) from July 1, 2026 through June 30, 2027 FDOT Roadway Design Office To p ic No: 625-010-003 2025-27 STA N D A R D P L A N S F O R B R I D G E C O N S T R U C T I O N State of Florida Department of Transportation Office of Design Mail Station 32 605 Suwannee Street Ta llahassee, Florida 32399-0450 2026-27 STA N D A R D P L A N S F O R B R I D G E C O N S T R U C T I O N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/bcover.pdf?sfvrsn=8c4fca9e_120250910_209407-2_Park St_72000
1 of 1 Mainline: F C 9 . 5 T - 1 T - S T - 2 B I N D E R D e p t h ( i n . ) T y p e C l a s s E x t e n t 1 RP N 1.0 2.9 3.9LR=6.6" F 2 RP N 1.8 2.7 4.5LR=6.6"4.5TC II L F 3 R1 N 1.52.2 1.2 4.9 Shell 4.9TC II L F 4 RRTTL N 1.55.0 1.0 7.5Shell=2.8"7.5B II L F 5 L1 OWP 0.81.0 1.0 2.8 LR=10.9" 2.8B II L F 6 ENT N 1.5 1.1 2.6 LR 2.6B, =10.0"1.0 F 10 R1 IWP1.11.2 2.0 4.3LR=8.7"1.0 P 11 12 13 14 15 16 17 18 19 20 S e e A t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20250910_209407-2_park-st_72000.pdf?sfvrsn=4b5feb3e_1BCover
Effective for Projects with Lettings in the Fiscal Year (FY) from July 1, 2026 through June 30, 2027 FDOT Roadway Design Office To p ic No: 625-010-003 2025-27 STA N D A R D P L A N S F O R B R I D G E C O N S T R U C T I O N State of Florida Department of Transportation Office of Design Mail Station 32 605 Suwannee Street Ta llahassee, Florida 32399-0450 2026-27 STA N D A R D P L A N S F O R B R I D G E C O N S T R U C T I O N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/bcoverb74680e4-dfaa-4891-b782-e3503f486575.pdf?sfvrsn=de2c4200_1Exhibit 913-9
. 0 2 36' AND GUTTER TYPE F CURB EXISTING TURF SHARED USE PATH 12' SOD 10' 15' 2' 0, C : \ C A D D _ D o c s \ F D M \ F D M _ 9 0 0 _ E x h i b i t, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-913-9.pdf?sfvrsn=5c1d040f_3BStandardPlansFY2024-25
----------------- F ----------------- lbf Pound force cfs, CFS Cubic Feet Per Second FAC Florida, p e c i f i c a t i o n s S e c t i o n 1 0 2 - 6 . L S . T u r n o v e r B r i d g e T h r i e, d e r t h e P a y I t e m S p e c i a l D e t o u r , F u r n i s h a n d i n s t a l l B r i d g, a r y G u a r d r a i l , L F . r e s p o n s i b l e f o r r e n t i n g o r p u r c h a s i n g t h e i r o w n s y s t e m . P a y m e n t f o r T e m p o r a r y G u a r d r a i l I f a t e m p o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/bstandardplansfy2024-25.pdf?sfvrsn=f2c36cfa_120230811_447948-1_SR 50_08050
E N T C O N D I T I O N COMMENTS 1 6.240 ML R2 N 1.0 1.2 0.6 0.9 3.7 11.2 F BOTTOM UP, 0.6 1.1 3.8 11.0 F 8 8.125 ML R2 N 0.9 2.3 1.0 4.2 11.7 F 11 8.391 ML R2 Y 0.8 1.3 1.2 3.3 9.2 3.3 A II S P 12 9.293 ML R2 N 0.7 2.0 0.5 0.8 4.0 11.0 F 15 10.157 ML R2 Y 0.6 1.1 2.6 1.1 5.4 8.3 F 16 10.133 ML L2 Y 0.9 0.8 2.4 0.9 5.0 5.9 F 17 9.988 ML L2 N 1.0 1.6 1.0 1.4 5.0 8.9 F 19 9.422, 12.5 F 23 8.621 ML L2 Y 0.7 1.5 0.6 1.0 3.8 13.2 3.8 C III M P Base crack 25 8.283 ML L2 N 1.0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/08/20230811_447948-1_sr-50_08050.pdf?sfvrsn=a91be67f_1449655-1-52-01 GREENLINES
TO THE SEAL SIGNED AND SEALED BY THIS ITEM HAS BEEN DIGITALLY (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, O I S S E F O R P A D I R O L F LIGHTING SIGNALIZATION SIGNING AND PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/449655-1-52-01-greenlines.pdf?sfvrsn=bde1a49_144893815201-PLANS-01-ROADWAY (1)
AND PAVEMENT MARKING 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 1 5 - 2 3 . 0 0 4 , F . A . C . $ D A T E $ $ T I M E $ FT LAUDERDALE, 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 M A X O L, A K H A R A S 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-plans-01-roadway-(1).pdf?sfvrsn=898a53f_120230913_4496871_SR417_77470
13.7 Yes - 28.79892 -81.32493 F 5 54.224 R1 X 6.5 LR - - - - 4 53.755 R1 X 5.2 LR F 3 52.526 R1 X 4.2 LR - - - - 2 51.752 R1 X 6.4 LR - - - F (%) 1 50.195 R1 X 6.3 LR - T y p e C l, e c t i o n Yes / No T h i c k n e s s D e p t h F u l l D e p t h, : - - - - - - - - - - F F 1.0 2.3 2.0 15.2 Yes - - 28.76878 -81.27438 0.7 1.7 1.0 16.2 Yes - Y 28.76965, 15.0 4.7 Al. Ⅲ S P 120' crack 39 53.556 R2 X 4.7 15.9 5.1 Al. Ⅲ S F Raveling 37 53.550 R2 X
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/77-seminole/20230913_4496871_sr417_77470.pdf?sfvrsn=d3d6ad0d_1IndependentAssessmentOctober2003
- James F. Dewey Research Economist, Economic Analysis Program Bureau of Economic and Business, , s t a t e s c o v e r m e d i c a l c a r e a n d s e r v i c e s a n d f u l f i l l a d m i n i, p r o g r a m e f f i c i e n t l y . A m o n g t h e s e a d m i n i s t r a t i v e r e q u i r e m e n t s , 4 2 C F R 4 3 1 . 5 3 r e q u i r e s t h a t a l l s t a t e s r e c e i v i n g f e d e r a l M e d i c a i d f u n d s a s s u r e M e d i c a i d b e n e f i c i a r i e s a c c e s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/studies-reports/independentassessmentoctober2003.pdf?sfvrsn=ff9d75ea_22024FDM913TypSect
location and type (show Type E or F Curb, not the dimension). (13) Sidewalk location and width. (14, BAY SR 22 1 0 / 2 6 / 2 0 2 2 C : \ W o r k s e t s \ F D O T \ 1 2 3, . LICENSE NUMBER: 99991 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, - 2 3 . 0 0 4 , F . A . C . ENGINEER OF RECORD TYPICAL SECTION Exhibit 913-1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm913typsect.pdf?sfvrsn=670013a9_120240626_424482-3_SR230_28050
Date 1 of 3 Comments: F C 1 2 . 5 S - 1 A R M I T y p e 2 T y p e 1 T, 3.400 L1 N 2.11.40.52.4 6.4LR=7.7"1.5B II L P Shoving 19 0.400 OR N 1.61.5 1.0 4.1 LR F 20 1.500 OR N 2.5 2.5 LR F 21 2.500 OR N 1.91.5 3.4LR=4.6" F S= Single crack, +/- = just off approach, o n R u t D e p t h ( i n c h e s ) C r o s s S l o p e ( f t . p e r 6 f t . ) % S l o p e D i r e c t i o n ( I = i n / O = o u t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/28/20240626_424482-3_sr230_28050.pdf?sfvrsn=b934cf8a_120250403_448934-1_SR 60_10110
2.0 5.0 8.4 8.0 P 5 0.754 ML L1 N 1.2 1.6 3.5 6.3 8.0 F 6 0.754 ML L2 N 1.0 1.5 4.6 7.1 8.0 12.0 F 7 0.785 ML R2 Y 2.1 2.1 8.0 P Half ABC 8 0.790 ML R1 Y 1.0 1.5 0.5 3.0 10.0 3.0 B III S P Widening crack, half LR/ABC 7" 10 0.784 ML L1 Y 1.0 2.0 1.1 4.1 12.0 P 11 0.784 ML L2 Y 3.3 3.3 15.0 F, shellrock 19 0.769 ML L2 N 2.6 1.7 4.3 8.0 F Intersection 21 0.666 ML R2 Y 0.7 4.4 2.4 7.5 8.0 10.0 F 22 0.666 ML R1 N 0.7 4.5 3.4 8.6 10.0 F 23 0.665 ML L1 N 1.0 2.4 6.1 9.5 9.0 F 24 0.664 ML L2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20250403_448934-1_sr-60_10110.pdf?sfvrsn=a124336a_120240611_208447-3_SR349_30030
(in.) TYPE CLASS EXTENT D1 23.552 R1 O 1.2 1.2 3.9 6.3 LR 6.3 S IB M F D3 23.642 R1 N 1.1 1.1 RR GRANITE F D4 24.000 R1 I 1.1 2.1 2.1 0.6 5.9 LR 7.0 1.8 B IB M F D5 24.500 R1 O 1.0 2.1 1.8 4.9 LR 2.2 B IB M F D7 25.000 R1 I 1.2 1.9 2.3 0.6 6.0 LR 2.2 B IB M F D8 25.375 R1 O 1.1 1.9 0.9, 1.1 1.5 2.0 1.2 5.8 LR 5.8 B IB M F D13 26.930 R1 O 1.5 2.6 4.1 LR 1.5 B IB M P D14 27.500 R1 O 1.3 1.6 0.7 3.6 LR 1.4 S IB M F D16 28.000 R1 O 1.4 1.7 3.1 LR 1.6 S IB M F D17 28.500 R1 O 1.2 1.6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/30/20240611_208447-3_sr349_30030.pdf?sfvrsn=e89fdb75_1