9038 search results for f
Redlines Exhibit 913-2
t s \ F D O T \ 1 2 3 4 5 6 7 8 9 0 1 \ R o a d w a y \ F D M _ 9, : 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 A L L Y S I G, , F . A . C . ENGINEER OF RECORD TYPICAL SECTION 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-913-2.pdf?sfvrsn=b8c4ebd9_3Exhibit 915-1
' N R/W LINE 6' CONC. SIDEWALK TYPE F CURB � CONST. SR 61 SEPARATOR TRAFFIC 4' TYPE 1 � CONST. SR 30 STA. 32+90.00 � CONST. SR 61 STA. 700+00.00 1 1 0 . 0 0 ' R R/W LINE TYPE F, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-915-1.pdf?sfvrsn=9b50cc60_4Exhibit 906-1
k s e t s \ F D O T \ 1 2 3 4 5 6 1 5 2 0 1 \ S t r u c t u r e 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 . N, 37.24* / 32.88 DISCHARGE (cfs) UNKNOWN 1915 2204 2964 AVERAGE VELOCITY (f/s) UNKNOWN 1.52* / 2.64 1.59
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-906-1.pdf?sfvrsn=e7c77ff_1Exhibit 910-4
K U L 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 STATE, S S E F O R P A D I R O L F SHEET DESCRIPTION SHEET NO. SHEET DESCRIPTION SHEET, R U T R A T C E T I H C R A E P A C S D N A L A D I R O L F 2022.07.14, / 7 / 2 0 2 4 C : \ C A D D _ D o c s \ F D M \ F D M _ 9 0 0 _ E x h
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-910-4.pdf?sfvrsn=b336ad0a_1Exhibit 913-2
t s \ F D O T \ 1 2 3 4 5 6 7 8 9 0 1 \ R o a d w a y \ F D M _ 9, : 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 A L L Y S I G, , F . A . C . ENGINEER OF RECORD TYPICAL SECTION 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-913-2.pdf?sfvrsn=98200f34_1Exhibit 913-13
t s \ F D O T \ 1 2 3 4 5 6 7 8 9 0 1 \ R o a d w a y \ F D M _ 9, : 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 A L L Y S I G, , F . A . C . ENGINEER OF RECORD TYPICAL SECTION Exhibit 913-13 Overbuild Details Date
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-913-13.pdf?sfvrsn=fadc9ee_1Exhibit 915-1
' N R/W LINE 6' CONC. SIDEWALK TYPE F CURB � CONST. SR 61 SEPARATOR TRAFFIC 4' TYPE 1 � CONST. SR 30 STA. 32+90.00 � CONST. SR 61 STA. 700+00.00 1 1 0 . 0 0 ' R R/W LINE TYPE F, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-915-1.pdf?sfvrsn=194d1a16_1Exhibit 917-1
- 2 0 9 S W M F # 2 A A B B C D C D 1 5 ' M A I N T E N A N C E B E, : \ W o r k s e t s \ F D O T \ F D M 9 1 7 E x h i b i t 2 \ d r, STRUCTURE DETAIL S-108 20 Feet 0 5 F E N C E F E N C E F E N C E F E N C E P-108
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-917-1.pdf?sfvrsn=abb17903_1400-510
Steel Plates 6 ~ 10 gage TYPICAL SECTION TYPE F, G & AB PAD TYPICAL SECTION TYPE D, E & AA PAD TYPE BEAM T Y P E I I A A S H T O F L O R I D A I - B E A M Pad. ** Offset, with the appropriate type Bearing F I B ' s T Y P E I I 2 " F I B ' s T Y P E, and/or AB Bearing Pads. 3. See Bearing Pad Data Table in Structures Plans for quantities of Type D, E, F, , E, F & AA bearing pads shall have a shear modulus (G) of (G=150psi) K (G=150psi) J (G=150psi
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/400-510.pdf?sfvrsn=106ffd5c_120250124_455145-1_SR 574_14050
O N D I T I O N COMMENTS 1 9.058 ML R1 N 1.0 2.3 2.1 1.4 6.8 UNK F 2 9.078 ML R2 Y 0.9 2.0 1.3 1.3 5.5 UNK 2.1 A II L F 3 9.102 SS NA Y 1.1 1.3 1.9 4.3 UNK F Wire Rd. Raveling. 4 9.116 ML L1 Y 1.0 2.1 2.1 1.1 6.3 UNK F Raveling. 5 9.127 ML L2 Y 1.0 1.6 2.8 5.4 UNK F 6 9.150 TL LL Y 1.9 2.8 1.3 6.0 UNK 2.3 B II L F Separation between FC12.5-layer and S-layer. AVERAGE 1.00 1.90, 2.10 LAYER COEF. 0.00 0.25 0.25 0.25 0.20 0.18 0.08 Notes: Pavement Condition G - Good F - Fair
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/14/20250124_455145-1_sr-574_14050.pdf?sfvrsn=168f99f4_1D2-04-16-25WorkClassBreakouts
APRIL 16, 2025 LETTING NO.PROPOSAL FPN BUDGET M a i n t e n a n c e O f T r a f f i c * M o b i l i z a t i o n * * M a j o r B r i d g e M i n o r B r i d g e G r a d i n g F l e x i b l e P a v i n g P o r t l, a b . D r a i n a g e E l e c t r i c a l F e n c i n g G u a r d, g C o m p u t e r i z e d T r a f f i c C o n t r o l R R M i n o r
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/apr16/d2-04-16-25workclassbreakouts.pdf?sfvrsn=6aaa16f1_14620100.origind
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 g i, ,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 4 6 2 0 1 0 0 P o s t - T e n s i o, pted or original plan quantity, whichever is less, and b. u n i t b i d p r i c e . I f a p p r o, and the following substituted: 462-6.4 F i l l e r : 1 . M a i n t a i n f i l l e r i n e n v i r o n mental, n f i n e m e n t r e i n forcement in the form of spirals, multiple U-shaped bars, or links
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/4620100.origind.pdf?sfvrsn=72baf7aa_02880302.FHWA
Re: StateSpecifications Office Section 288 Proposed S p e c i f i c a t i o n : 2 8 8 0 3 0 2 C e, 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 ment, of this Section. 2. T e s t d a t a f r o m a s i n g l e t r i a l b a t c h o f a 1 y d 3 m i n i mum, a f r o m a s i n g l e t r i a l b a t c h o f a 1 y d 3 m i n i mum is required, which
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/2880302.fhwa.pdf?sfvrsn=9f6d3e6b_05210200.FHWA
Re: StateSpecifications Office Section 521 Proposed S p e c i f i c a t i o n : 5 2 1 0 2 0 0 C o n c r e t e B a r r i e r s , T r a f f i c R a i l i n g B a r r i e r s , a n d P a r a p e t s, , 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, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S e c t i o n 3 4 6 R e i n f o r c i n g S t e e l, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S e c t i o n 3 4 6 R e i n f o r c i n g S t e e l
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/5210200.fhwa.pdf?sfvrsn=89c944f0_01210200.FHWA
Re: StateSpecifications Office Section 121 Proposed S p e c i f i c a t i o n : 1 2 1 0 2 0 0 F l o, , 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 ment cc, ) .............................Section 919 Fly Ash, Slag and other Pozzolanic Materials . . . . S e c t i o n 9 2 9 P r e f o r med, T M C 8 6 9 * 1 . A n y c l e a n f i n e a g g r e g a t e w i t h 1 0 0 % p a s s i n g a 3 / 8 i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/1210200.fhwa.pdf?sfvrsn=4bded20b_04551501DB.origind
TO: SpecificationReviewDistributionList FROM: DanielScheer,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 4 5 5 1 5 0 1 S t r u c t u r e s F o u n d a t i o n s . Inaccordance, . Includeinthe DSIP the following details: 1. N ame a n d e x p e r i e n c e r e c o r d o f d r i l l e d s h a f t s u p e r i n t e n d e n t o r f o r eman in responsible charge of drilled, a i l s o f s l u r r y , i n c l u d i n g p r o p o s e d methods to mix, circulate, desand, test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/4551501db.origind.pdf?sfvrsn=216b7688_01050808.impl
f a c r e w f o r e man who has been trained and has experience in the use of vacuum grouting, of the operation. Provide a F i l l er I n j e c t i on Q u a l i t y Control (QC) Inspector who has ASBI, is acceptable in lieu of ASBI certification in the flexible filler process. Perform a l l f l e x i b l e f i l l e r r e p a i r o p e r a t i o n s u n d e r t h e d i r e c t s u p e r v i s i o n o f a c r e w f o r e man who has been trained and has verifiable experience in the use of vacuum flexible
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/1050808.impl.pdf?sfvrsn=183c6ec2_03460303.impl
of 180°F and that the temperature differential between the element core and surface do not exceed the maximum allowable temperature differential of 35°F. Submit the MCCP to the Engineer for approval, temperature control mechanisms in place until the concrete core temperature is within 50°F of the ambient, during concrete placement for all elements is within minus 10°F or plus 5°F of the ambient, completion of concrete placement, 3. T h e e n v i r o n mental c l a s s i f i c a t i o n o f
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/3460303.impl.pdf?sfvrsn=f9d5df14_09010102.impl
) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . 0 0 S o f t a n d f r i a b l e p a r t i c l e, . 5 0 F r e e s h e l l, p a s s i n g t h e N o . 2 0 0 s i e v e ( F M 1 - T 0 1 1 ) A t S o u r c e w i t h L o s A n g e, i f i c g r a v i t y S S D ) ( A A S H T O T - 1 1 3, Wood and other organic substances (by weight)***** . . . . 0 . 1 R e i n f o r c i n g S t e e l
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/9010102.impl.pdf?sfvrsn=18802dea_00070107.origind
,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 0 0 7 0 1 0 7 L e g a l R e q u i r e m e n t s, a n d H e r b i c i d e s : U s e p r o d u c t s f o u n d o n t h e f o l l o w i n g w e b s i t e, s a r y l i c e n s e s , p a y a l l c h a r g e s a n d f e e s , a n d g i v e a l l n o t i c e s n e c e s s a r y f o r l a w f u l p e r f o r mance of the work. Ensure t h at a l l i n s e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/0070107.origind.pdf?sfvrsn=c8252d18_0