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August 2024 Target Zero Partner Update
Administrative Assistant District 5 Rashad Yo u s u f Senior Heavy Equipment Operator District 5 Shieda, brenda.young@dot.state.fl.us For more information, visit: www.Ta r g e t Z e r o F L . c o m Thank Yo u !
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/targetzerodocs/august-2024-target-zero-partner-update.pdf?sfvrsn=66a284e6_1430-001
9 / 1 0 / 2 0 2 4 1 1 : 5 3 : 1 2 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX H Edge of Pavement Edge of Shoulder Endwall Edge of Shoulder Edge of Pavement Normal Slope Variable Front Slope Drainage Pipe O f f s e t D i t c h Ditch Bottom Ditch Bottom Ditch Bottom Edge of Pavement Edge of Shoulder Endwall Endwall Drainage Pipe Edge of Shoulder Edge of Pavement Normal Slope Variable Front
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/430-001.pdf?sfvrsn=427429b1_1521-510
) T - F o o t i n g ( 5 V 2 ) ( I n d e x 5 2 1 - 5 1 3 ) T - F o o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-510.pdf?sfvrsn=399c4572_1536-002
p . ) 1 " Ø H o l e s ( T o t a l O f 8 Washers (4 Reqd.) (8 Reqd, Or Thrie- SLAB CURB EXPOSED END OF EXISTING APPROACH CURB TYPE F FLARE WHEN PICTORIAL TOP VIEW SIDE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/536-002.pdf?sfvrsn=e45315ad_1700-102
" 2" 2" 48" B E E D F C H E B G E A " 4 3 7 " 2 1 20 " 4 3 1 " 2 1 2 0, S C C D E F G F E H A SIGN POST MOUNTED 4 DIGIT OVERHEAD 2 DIGIT OVERHEAD 3 DIGIT OVERHEAD 4 DIGIT A B C D E F G H J K R S " 4 3 8 5" 22" " 8 3 8 8" 8" 4" 4" 10, DETAILS 11/01/20 E E D F Varies E C H E A B C D E F G H " 4 1 1 " 4 1 8 " 4 3 2, " C D C B A E G F C D B A B E ARROW BODY A B C D E F G 20.5 9.25 5 3.125 3.125
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/700-102.pdf?sfvrsn=c38a9866_1400-091
t t o m o f S l a b ) B a r s 5 A 1 @ 1 ' - 0 " M a x . ( T o p o f
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/400-091.pdf?sfvrsn=304cd459_1521-481
t i n g C u r b E x i s t i n g T r a f f i c R a i l i n g Varies 10
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-481.pdf?sfvrsn=42c6a1c4_1521-483
" Cover 10" Varies E x i s t i n g T r a f f i c R a i l i n g E x i s t i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-483.pdf?sfvrsn=fed97cae_1550-013
" S i n g l e - S l o p e R a i l i n g s O t h e r T r a f f i c
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/550-013.pdf?sfvrsn=813294c2_1OEM Training Program - Track 3
of the PD&E Manual. Section 4(f) Training - 9/2018 - ( Recorded Webinar) - This webinar gives a brief overview of Section 4(f) of the USDOT Act of 1966, which protects publicly owned parks
https://www.fdot.gov/archive/environment/sched/track3.shtm2025FDM127CAF
) Air quality (c) Noise (d) Water quality (e) Wetlands (f) Floodplain encroachments (g, or logo per face is permitted. (f) Maps on traffic control cabinet wraps are not permitted to face
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm127caf.pdf?sfvrsn=36fbc9ea_1102-600
additional devices, signs, the lane using a minimum 100 foot taper. f. Traffic control devices are placed, officer. f. Volume or complexity of the roadway may dictate additional devices, signs, oscillating, and other flagmen and/or a traffic control officer. f. Volume or complexity of the roadway may, e o f T r a v e l w a y 500 FT WORK ROAD (SINGLE POST SIMILAR) 2 POST SIGN SUPPORT MOUNTING DETAILS RURAL 500 FT WORK ROAD URBAN F a c e o f C u r b Bottom of Sign
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-600.pdf?sfvrsn=5e00c8c6_2E4X30
EA 9.000 0425- 82- REPLACE GRATE EA 1.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 34.000 0520- 1- 12 CONCRETE CURB & GUTTER, TYPE F WITH SPECIAL GUTTER PROFILE LF 50.000 0520- 2- 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/dec06/e4x30.pdf?sfvrsn=9964b874_1OOM_20241031_FDOT-CBI-Team-Leaders
Certified Certified 1/27/2027 CBI 0274 Patrick M. O'Grady Certified No 4/25/2029 CBI 0288 Kenneth F, . Thomson Certified Certified 2/16/2028 CBI 0438 Stephn F. Hays No Certified 3/21/2029 CBI 0440 Paul Swann
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/oom_20241031_fdot-cbi-team-leaders.pdf?sfvrsn=5466b675_1OOM_20241105_FDOT-CBI-Team-Leaders
Certified Certified 1/27/2027 CBI 0274 Patrick M. O'Grady Certified No 4/25/2029 CBI 0288 Kenneth F, Certified Certified 2/16/2028 CBI 0438 Stephn F. Hays No Certified 3/21/2029 CBI 0440 Paul Swann
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/oom_20241105_fdot-cbi-team-leaders.pdf?sfvrsn=68c38d43_1v1-section54-clean
for reviewing the analysis and recommending disposition to the District Construction Engineer (DCE). (F, recommendation? (F) Concurrence – Who signed off on the acceptance resolution? Topic No.: 675-000-000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/materialsmanual/documents/v1-section54-clean.pdf?sfvrsn=8553b5a3_32024nov-fri10-STRIDES2Zero
is the probability of a crash occurring at a site on a particular day and time? • Observed avera ge cra s h f, AADT C r a s h F r e q u e n c y Predicted Crashes Excess Expected Crashes Expected
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-november/2024nov-fri10-strides2zero.pdf?sfvrsn=37ef7986_12024nov-fri10-STRIDES2Zero
is the probability of a crash occurring at a site on a particular day and time? • Observed avera ge cra s h f, AADT C r a s h F r e q u e n c y Predicted Crashes Excess Expected Crashes Expected
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024nov-fri10-strides2zero.pdf?sfvrsn=47ec6cc1_1Samples
................................................................................................13 F. Filtering Logbook Plots and Samples, Administrator ............................................................31 F. Deleting a Gauge, (QR) when VT fails – QC Data Entry .................................56 F. Witnessed By Sample Flow, ................75 F. Existing Base for 200 – Rock Base Proctor Selection, of 106 2. Select the Logbook for the sample from the Display dropdown. See Section F, 1. Filtering ESB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/ers/ers-samples/samples.pdf?sfvrsn=65c72fc5_13E6P14BidTabs
Ranking IMPVMENT CONSIST OF BRIDGE PAINT SR-970 F US1 TO I-95NB. 44775115201 (*) N/A Page 1 of 1, SR-970 F US1 TO I-95NB. N/A Contract Descr: Unit Price Quantity Line No / Item ID Unit Price
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2024/nov21/e6p14bidtabs.pdf?sfvrsn=7fe929b1_1