9042 search results for f
Exhibit 913-3 Redlines
A V E M E N T T U R F 7 ' - 4 " S M O O T H N E S S C L A S S 3 S T A . 1 4 5 + 0 0 . 0 0 T O S T A . 1 6 6 + 0 0 . 0 0 E X I S T I N G M A T C H M I L L I N G A N D R E S U R F A C I N G E X I S T I N G M A T C H F R I C T I O N C O U R S E F C - 1 2 . 5 ( T R A F F I C E ) ( 1 ½ " ) ( P G 7 6 - 2 2 ) " ) ( P G 7 6 - 2 2 ) 2 1 T Y P E S P S T R U C T U R A L C O U R S E ( T R A F F, T C L A S S I F I C A T I O N = C 2 D E S I G N S P E E D = 6 0 M P H D E S I G N H O U R T = 1 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-913-3-redlines.pdf?sfvrsn=7d729b71_3400-091
: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX A P P R O A C H S L A B S ( 3 0 F T . ) ( R I G I D P A V E M E N T A P P R O A C H E S ) 1 1 / 0 1 / 1 7 1 2 4 0 0 - 0 9 1 o f B e n t C a p ( F l a t S l a b B r i d g e ) o r G i r d e r B r i d g e ) o r E d g e B a c k F a c e o f B, , s e e P l a n V i e w ) 4 ~ B a r s 5 C 2 @ 6 " ( C a s e 2 f o r J o i n t D e t a i l s S u p e r s t r u c t u r e S h e e t s S e e S t r u c t u r e s P l a n s , i f a p p l i c a b l e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/400-091.pdf?sfvrsn=24e2f44e_2649-031FHWAApprovedPkg
n t e d M a s t A r m C a p W i t h ( 3 ) A r m ( F o f S t e e l ) P o l e B a s e ( F o f S t e e l ) M a n u f a c t u r e r ' s N a m e A r m T y p e P o l e T y p e F i n a n c i a l P r o, l T h i c k n e s s ( i n . ) A r m ( F o f S t e e l ) P o l e B a s e ( F o f S t e e l ) M a n u f a c t u r e r ' s N a m e F i n a n c i a l P r o j e c t I D S p e c i a l D e s i g n ( S e e S h e e t 2 ) ( D r i l l e d S h a f t ) F o u n d a t i o n ( S e e S h e e t 6 ) H a n d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/649-031fhwaapprovedpkg.pdf?sfvrsn=6b26efe0_120230614_209469-3_SR202_72292
LR P 7 3.500 R1 I 0.5 5.0 5.5 LR=13.02.0B II L P 8 3.621 R1O 1.2 3.6 4.8 LR F 9 3.800 R1N 1.1 4.7 5.8 LR F 103.984 R1O 1.3 4.5 5.8 LR F 114.288 R1N 0.9 2.1 3.0 CONC G 124.700 R1 I 0.6 4.3 4.9 LR F 134.920 R1N 0.7 2.3 3.0 CONC F 145.190 R1 I 1.3 5.0 6.3 LR F 155.400 R1 I 0.7 4.8 5.5 LR 2.2B II L P 165.730 R1O 1.1 2.0 4.3 7.4 LR F 176.268 R1N 1.4 3.0 2.7 7.1 LR F 186.400 R1O 0.9 2.4 3.3 LR F 196.696 R1 I 1.5 3.8 5.3 LR F 207.152 R1N 1.2 3.4 4.6 LR F Patch Lane R2: MP 2.980-2.997
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20230614_209469-3_sr202_72292.pdf?sfvrsn=48dd595e_1102-120
0 L O W P R O F I L E B A R R I E R 1 1 / 0 1 / 1 9 G E N E R A L N O T E S : e q u i p m e n t , a n d o b j e c t s . 1 0 . S e t b a c k d i s t a n c e s h a l l b e k e p t c l e a r o f a n, p e n s a t i o n f o r f u r n i s h i n g , i n s t a l l i n g , m a i n t a i n i n g a n d r e m o v i n g b a r r i e r w a l l . c o n t r a c t u n i t p r i c e f o r B a r r i e r W a l l ( T e m p o r a r y ) L o w P r o f i l e C o n c r e t e , L F , a n d w i l l b e f u l l 9 . T h
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-120.pdf?sfvrsn=3d6f5e9b_220220504_449122-1_SR 72_17070000
12.7 F LR Base 4 0.310 ML R2 N 1.3 2.2 1.0 4.5 11.7 F 8 0.511 ML R2 N 1.5 2.7 4.2 10.5 3.0 C IB S F Longitudinal Crack 10 0.700 ML R3 N 1.5 1.6 3.1 11.0 12.0 F 13 1.083 ML R3 N 1.1 2.6 3.7 11.2 12.0 3.7 B IB S F 15 1.194 ML R2 N 1.4 2.9 4.3 11.7 12.0 F Transverse Crack 19 1.400 ML R2 Y 1.6 2.6 4.2 11.8 4.2 B IB S F 24 1.670 ML R1 N 1.6 3.4 5.0 11.5 14.0 4.0 B IB M F 29 1.938 ML R2 N 1.1 2.6 3.7 12.1 3.7 B III S F Longitudinal Crack 31 2.252 ML R1 Y 1.5 2.5 4.0 12.1 3.0 B IB S F 35 2.440
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20220504_449122-1_sr-72_17070000.pdf?sfvrsn=a31bb3cd_3102-120e
L O W P R O F I L E B A R R I E R 1 1 / 0 1 / 1 9 G E N E R A L N O T E S : e q u i p m e n t , a n d o b j e c t s . 1 0 . S e t b a c k d i s t a n c e s h a l l b e k e p t c l e a r o f a n y, n s a t i o n f o r f u r n i s h i n g , i n s t a l l i n g , m a i n t a i n i n g a n d r e m o v i n g b a r r i e r w a l l . c o n t r a c t u n i t p r i c e f o r B a r r i e r W a l l ( T e m p o r a r y ) L o w P r o f i l e C o n c r e t e , L F , a n d w i l l b e f u l l 9 . T h e P
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/idx/102-120e.pdf?sfvrsn=1c622b34_1102-120e
L O W P R O F I L E B A R R I E R 1 1 / 0 1 / 1 9 G E N E R A L N O T E S : e q u i p m e n t , a n d o b j e c t s . 1 0 . S e t b a c k d i s t a n c e s h a l l b e k e p t c l e a r o f a n y, n s a t i o n f o r f u r n i s h i n g , i n s t a l l i n g , m a i n t a i n i n g a n d r e m o v i n g b a r r i e r w a l l . c o n t r a c t u n i t p r i c e f o r B a r r i e r W a l l ( T e m p o r a r y ) L o w P r o f i l e C o n c r e t e , L F , a n d w i l l b e f u l l 9 . T h e P
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/102-120ee9ac9a3c-8c2d-4bad-a735-49553b065ae2.pdf?sfvrsn=e8b8a936_1102-120e2
L O W P R O F I L E B A R R I E R 1 1 / 0 1 / 1 9 G E N E R A L N O T E S : e q u i p m e n t , a n d o b j e c t s . 1 0 . S e t b a c k d i s t a n c e s h a l l b e k e p t c l e a r o f a n y, n s a t i o n f o r f u r n i s h i n g , i n s t a l l i n g , m a i n t a i n i n g a n d r e m o v i n g b a r r i e r w a l l . c o n t r a c t u n i t p r i c e f o r B a r r i e r W a l l ( T e m p o r a r y ) L o w P r o f i l e C o n c r e t e , L F , a n d w i l l b e f u l l 9 . T h e P
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/102-120e2.pdf?sfvrsn=33eb016_1102-120e
0 L O W P R O F I L E B A R R I E R 1 1 / 0 1 / 1 9 G E N E R A L N O T E S : e q u i p m e n t , a n d o b j e c t s . 1 0 . S e t b a c k d i s t a n c e s h a l l b e k e p t c l e a r o f a n, p e n s a t i o n f o r f u r n i s h i n g , i n s t a l l i n g , m a i n t a i n i n g a n d r e m o v i n g b a r r i e r w a l l . c o n t r a c t u n i t p r i c e f o r B a r r i e r W a l l ( T e m p o r a r y ) L o w P r o f i l e C o n c r e t e , L F , a n d w i l l b e f u l l 9 . T h
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-120e.pdf?sfvrsn=17c3c0d4_1Seg-2-3. P. Cosentino - PMT for Shallow Foundations
to 2:45 PM D r a f t O n l y FDOT GRIP 2024 Meeting Outline 1.Introduction & Overview, 4.Project Timeline 5.Closing Slide D r a f t O n l y Introduction When Shallow Foundations, F o o t i n g Strain Influence Factor, Iz 0.10.2 0.3 0.4 0.5 0.6 0.7 Depth to Bottom of Footing (D f ) Q D r a f t O n l y Why a re we doing this? To make the Geotechnical, shallow footings. D r a f t O n l y Objective To improve the geotechnical engineer's confidence
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/geotechnical/conference/grip/2024/seg-2-3-p-cosentino---pmt-for-shallow-foundations.pdf?sfvrsn=c289f86e_120230815_451265-1_SR 29_07060
0.5 2.1 6.0 8.0 8.0 P 2 12.513 ML R1 Y 0.7 3.7 0.5 0.6 5.5 10.0 0.0 5.5 A III S F 3 14.043 ML R1 N, 1.3 4.2 1.0 1.8 8.3 9.0 0.0 F 9 12.879 ML R1 Y 0.9 4.5 5.4 11.0 0.0 P Widening Crack, Bottom-Up Crack. Base ABC + LR 10 13.100 ML R1 N 0.9 3.1 1.5 1.0 6.5 10.0 0.0 F 11 13.678 ML R1 N 1.0 2.6 1.3 0.8 0.7 6.4 10.0 0.0 6.4 B II S F 12 14.194 ML R1 Y 0.7 3.2 1.4 0.7 6.0 10.5 0.0 6.0 B II M P 13 14.685 ML R1 Y 0.9 2.6 3.5 8.0 0.0 F 14 15.089 ML R1 Y 1.0 2.8 1.1 0.8 5.7 7.5 0.0 F 15 15.510 ML
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/07/20230815_451265-1_sr-29_07060.pdf?sfvrsn=262817ca_120240320_451262-1_SR 17_09030.09040
P A V E M E N T C O N D I T I O N COMMENTS 1 1.039 ML L1 N 1.5 1.7 3.2 9.8 F 2 1.042 GO GO N 0.8 1.2 2.0 UNK 2.0 B III M P 3 1.045 ML R1 N 0.8 0.8 1.6 7.9 F 4 1.047 ML R2 N 1.2 1.7 2.9 9.1 2.9 B II L F AVERAGE 0.93 1.50 1.35 2.43 8.93 2.45 MAX 1.20 1.50 1.70 3.20 9.80 2.90, UNKW 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor 6. A value of "UNK" indicates, A IB L F 8 0.230 ML L1 Y 1.2 1.3 2.5 9.8 2.5 C III M F 9 0.308 ML R1 N 1.5 1.5 3.0 7.0 F 10 0.403
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/09/20240320_451262-1_sr-17_09030-09040.pdf?sfvrsn=657a9363_120230518_446445-1_SR 15 (Monroe Rd.)_77530
S: Structural Course F: Fair NB2: Northbound Inside Lane SB2: Southbound Inside Lane CW: Confined, (in.) (in.) (%) US 17 (Monroe Street) PC-1 --- SB1 CO 3.5 10.6 ABC 7.1 --- --- --- --- F 0.3 2.2 Subbase: A-2-4 PC-4 --- NB2 CW 3.0 --- --- --- F 8.3 ABC 0.5 1.3 Subbase: A-2-4 PC-5 --- NB1 CW 3.8 Subbase: A-2-4 F 0.5 9.5 5.7 5.3 --- 2.3 --- --- --- --- ABC 5.3 PC-3 --- T CO 4.8 --- Subbase: A-2-4; Crowned Cross Slopes: L (towared SB): 1.7%; R (toward NB): 2.3% --- --- --- --- F 0.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/77/20230518_446445-1_sr-15-(monroe-rd-)_77530.pdf?sfvrsn=1045eb88_120231016_448825-1_SR105_72250
1.5 0.5 0.6 7.1SHELL=7.84.0B IB L F 2 7.700 R1 N 1.6 3.1 0.5 2.5 1.0 0.6 9.3 SHELL F 3 7.980 R1O 1.4 3.5 0.5 2.2 0.6 0.5 8.7 SHELL F 4 8.091 R1O 2.1 2.1 CONC 0.3B IB L F 5 8.153 R1 N 2.0 2.0 CONC 0.2B IB L F 6 8.200 R1O 1.9 1.9 CONC F 7 8.232 R1 N 1.7 1.9 2.8 2.0 0.5 1.5 10.4 LR F 8 8.306 R1 N 1.2 2.6 0.5 3.1 7.4 LR=11.12.4B IB L F 9 8.800 R1O 1.7 2.7 0.5 1.4 0.7 7.0 LR F 109.230 R1 I 1.4 2.3 0.5 2.1 0.7 7.0 LR 0.2B IB L F 117.542 L1 I 1.5 2.5 0.5 2.7 1.4 0.6 9.2 SHELL 1.5B IB L F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20231016_448825-1_sr105_72250.pdf?sfvrsn=f40d45a_19670601int
. Most importantly, t h i s p r o v i d e s t h e f o r m a l r e q u i r e m e n t t h a t m a n u f a c t u r e r s m u s t s u b m i t a n F H WA Eligibility Letter in order to have their Approach Te r m i n a l p r o d u c t c o n s i d e r e d f o r APL placement. Justification: Historically, t h e t e c h n i c a l e x p e r t f o r t h e p r o d u c t e v a l u a t i o n o f A p p r o a c h Te r m i n a l s r e q u i r e d s u b m i t t a l o f a n F H WA Eligibility Letter prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/9670601int.pdf?sfvrsn=ad8258ad_1Cultural Resources Training and Development
of the Section 106 Process as dictated in 36 CFR Part 800 and in PD&E Manual Part 2, Chapter 8. Section 4(f) (9/10/2018) - An overview of the 4(f) process and establish expectations when completing an evaluation.Section 4(f) Overview and SWEPT Tool (11/3/2021) - An overview of Section 4(f) compliance and guide to the Section 4(f) Tool in SWEPT. EST - Area of Interest Tool (AOI) (3/29/2023) - A demonstration, Archaeological Collection CR Contacts Section 106 PA Section 4(f) Accolades & Achievements Tribal
https://www.fdot.gov/archive/environment/cultmgmt/cultural-resources-training3460303.resp
that ambient temperatures during placement be within -20 to +15 °F. Response: For now, we will leave, is within minus 10°F or plus 5°F of the ambient temperature during placement of the initial element, is within minus 10°F or plus 5°F of the ambient temperature during placement of the initial element." Daily temperature fluctuations in Florida are often as much as 20°F. Response: For now, we
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/3460303.resp.pdf?sfvrsn=dea8eacd_020250416_208819-2_SR10_72100
3.0 6.8 LR F 2 0.189 R1 I 1.8 2.8 4.6 LR=12.3" F 3 0.101 R2 O 1.3 3.5 4.8 LR=24.2" F 4 0.022 R3 I 2.5 3.2 5.7 LR 2.0B II L P 5 0.312 R3 O 1.7 1.2 1.6 0.6 5.1 LR=9.9" F 6 0.056 L1 I 1.7 2.0 2.5 6.2 LR 0.8B II L P 7 0.252 L1 N 1.3 2.4 0.5 1.3 5.5 LR=7.5" F 8 0.049 L2 O 2.0 3.8 3.3 9.1 LR=10.3" F 9 0.146 L2 N 1.6 2.7 1.6 1.6 7.5 LR F 100.350 L3 O 1.7 3.1 4.8 LR=18.2"1.0B IB L P 110.111 IR N 1.8 3.4 5.2 LR F 130.101 OR N 1.4 3.6 5.0 LR F 140.312 OR N 1.7 3.8 5.5 LR F 150.350 OL N 1.8 3.0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20250416_208819-2_sr10_72100.pdf?sfvrsn=703618a8_120231103_450951-1_SR 40_36080
- - B SL I L F 3A 6.380 3.0 L1 X 0.4 1.3 0.4 1.8 3.9 LR 9.5 0.4 ST I L F 4A 6.322 6.5 L2 1.2 0.8 1.6 3.6 LR - - B SL I L F 5A 6.213 8.0 CTL 1.0 1.0 2.8 4.8 LR 13.7 B ST/SL II M P Large cracks 6A, F 8A 5.962 3.0 R1 X 1.0 0.9 1.8 3.7 LR 9.3 B SL I L F 9A 5.819 2.5 L1 X 0.5 0.5 1.0 2.0 4.0 LR - - B SL I L F 10A 5.731 6.0 LLTL 1.4 0.7 2.4 4.5 LR 9.5 F Rutting LLTL to CR 35 (Baseline Rd.) 11A 5.523 7.0 CTL 0.8 0.4 2.3 3.5 LR 11.6 F 12A 5.429 2.0 R1 X 0.9 0.6 2.0 3.5 LR - - B SL II M P
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/36/20231103_450951-1_sr-40_36080.pdf?sfvrsn=6b509f1b_1