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SP0030201
AWARD AND EXECUTION OF CONTRACT. (REV 2-7-97) (7-00) SUBARTICLE 3-2.1 (Page 16) is deleted and the following substituted: 3-2.1 G e n e r a l : I f f i v e o r more responsive bids are received, the Department will average the bids, excluding the highest and lowest responsive bids. If three or four responsive bids are received, the Department will average all bids. Award of the Contract will be to the bidder who submitted the responsive bid closest to the average of those bids
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/sp0030201.pdf?sfvrsn=81c2d836_0SS9930000
Delineators: 993-2.3.1 P o s t s : T h e p o s t s h a l l b e 1 . 1 # / F t . s t e e l U - C h a n, . 993-2.5.6 I m p a c t P e r f o r m a n c e : T h e p o s t , i n s t a l l e d a c c o r d i n g t, testing Product Evaluation Program (NTPEP). The NTPEP requirement of one-half of the hits at 32 F is waived. All hits shall be at 85 F. NTPEP data or independent test lab data shall be submitted, s t a l l a t i o n : T h e r e f l e c t o r u n i t s s h a l l b e c a p a b l e o f b e i n g i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss9930000.pdf?sfvrsn=41d7687e_0SS9750900
,asapplicable. d. I d e n t i f i c a t i o n o f c o a t i n g s y s t e m and type, as applicable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9750900.pdf?sfvrsn=65ee5f10_0SP0030201
AWARD AND EXECUTION OF CONTRACT. (REV 2-7-97) (7-00) SUBARTICLE 3-2.1 (Page 16) is deleted and the following substituted: 3-2.1 G e n e r a l : I f f i v e o r more responsive bids are received, the Department will average the bids, excluding the highest and lowest responsive bids. If three or four responsive bids are received, the Department will average all bids. Award of the Contract will be to the bidder who submitted the responsive bid closest to the average of those bids
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp0030201.pdf?sfvrsn=38877db1_0SS9260000
concrete piles. E Afluidepoxyforcrackinjectionintherepairofoldstructures. F F-1 F-2, solvent. Alltypesofcompounds except F, J, L, M, and N shall be basically pure reactive material, % elongation. non-sagging g e l - g r a d e s o f mixed compounds which will not perceptibly flow under, after mixing 300 to 600 cps at 77°F by ASTM D 2393 Wet bond strength to concrete, minimum, % by ASTM D 638, seven day cure Exotherm 110°F by ASTM D 2471, 1 pint sample Wet bond strength
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9260000.pdf?sfvrsn=2963d384_04490200.impl
* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S e c t i o n 9 0 1 F i, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S e c t i o n 9 3 1 * F o r c o n c r e t e p i p e s t h e g r
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/4490200.impl.pdf?sfvrsn=a562c1d2_0SP0030201
AWARD AND EXECUTION OF CONTRACT. (REV 2-7-97) (1-10) SUBARTICLE 3-2.1 (Page 16) is deleted and the following substituted: 3-2.1 G e n e r a l : I f f i v e o r more responsive bids are received, the Department will average the bids, excluding the highest and lowest responsive bids. If three or four responsive bids are received, the Department will average all bids. Award of the Contract will be to the bidder who submitted the responsive bid closest to the average of those bids
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp0030201.pdf?sfvrsn=bbdf8e4e_04002100.FHWA
Florida Department of Transportation RICK SCOTT GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 ANANTH PRASAD, P.E. SECRETARY May 10, 2013 Monica Gourdine Program Operations Engineer Federal Highway Administration 545 John Knox Road, Suite 200 Tallahassee, Florida 32303 Re: OfficeofDesign, Specifications Section 400 Proposed S p e c i f i c a t i o n : 4 0 0 2 1 0 0 C o, relating to this specification change, please call me at 414-4140. Sincerely, S i g n a t u r e o n f
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/4002100.fhwa.pdf?sfvrsn=84edb0d6_020250312_443256-1_SR15_74030
0.5 2.2 1.5 7.7 LR F 6 4.328 R1N 1.1 3.0 1.3 5.4 LR 2.0B IIIS P 7 4.787 R1O 1.2 1.2 0.7 0.5 3.6 LR, LR 0.5B IB M P 124.300 L1 I 1.4 2.2 0.5 1.6 1.2 0.5 7.4 LR=7.9 F 134.500 L1 I 1.3 1.5 0.4 0.9 0.5, 3.5B IIIS P 184.865 L2 O 1.5 1.3 2.8 LR=8.0 2.8B IIIS P 194.000 OR N 1.8 1.7 3.5 LR F 214.300 OLN 1.8 2.2 4.0 LR=3.2 F Patch in Lane L2 @ MP 4.226 Remarks:Pavement change all lanes: MP 4.312, MP, ( i n . ) T y p e C l a s s E x t e n t 1 0.026 R1 I 2.0 0.5 0.4 2.9 LR=8.6" F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/74/20250312_443256-1_sr15_74030.pdf?sfvrsn=2c5415ab_1Errata Exhibit 120-1
5/20/2024 12:24:37 PM 1 NO. SHEET APPROVED BY: FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C. THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE TYPICAL SECTION PACKAGE STATE OF � � � R E E N 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 No 99995 L L E W S S O R C . I A I E L STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION FINANCIAL PROJECT ID 123456-1-52-01 BAY COUNTY (46080) STATE ROAD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/errata/errata-exhibit-120-1.pdf?sfvrsn=df1e9f79_1PDE-Stage-1-Feasibility-Template
Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M, 0 PH22PH04 ESTIMATED PHASE IV COMPLETION 522 28-Jul-27 26-Jul-29 0 Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J 2025 2026
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d3/toolbox/pde-stage-1-feasibility-template.pdf?sfvrsn=826751eb_12Section93V2-724
for each combination of component materials to be used at a trial mix concrete temperature of 68°F to 86°F, or for hot weather mixes at a minimum concrete temperature of 94ºF. Concrete pavement slab
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/redline/section93v2-724.pdf?sfvrsn=a825dfbe_1Earthwork 2025 Fall CA
D R Y D E N S I T Y ( l b s / f t 3 ) MOISTURE % Proctor Data Dry Density, Pavement Asphalt D e c r e a s i n g S t i f f n e s s Rigid Pavement Florida, Requirements P i p e B a c k f i l l 125 Florida Department of Transportation Pipe Zones 125-8.3 P i p e B a c k f i l l 125 Bedding Zone 4” below the pipe (It can be 12” when, i c k L i f t ) Subgrade, Base, or Final Grade Florida Department of Transportation Cover
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/earthwork-2025-fall-ca.pdf?sfvrsn=912c1fb5_1102-120
or Rigid Pavement for Roadside Safety Low Profile Barrier Portable Temporary 6 ' - 0 " O f f s e t V a r i e s Object Marker is 18" Height to Bottom of Type 1 D Tension Link, " T r a f f i c F a c e 1 ' - 6 " T r a f f i c F a c e 2'-3" 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/102-120.pdf?sfvrsn=fed68fd3_1SPI-458-100
to the joint) @ 70°F is normally set at 2 inches to accommodate installation of the joint seal, A adjustments for 10°F shall be based on the unfactored movements perpendicular to the centerline
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-458-100.pdf?sfvrsn=8efca1df_12025 Contruction Academy Earthwork
I T Y ( l b s / f t 3 ) MOISTURE % Proctor Data Dry Density (pcf) Moisture, e c r e a s i n g S t i f f n e s s Rigid Pavement Florida Department, Program 125-9.2 Density Testing Requirements P i p e B a c k f i l l 125 Florida Department of Transportation Pipe Zones 125-8.3 P i p e B a c k f i l l 125 Bedding, l E n v e l o p e ( N o T h i c k L i f t ) Subgrade, Base, or Final Grade
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/2025-contruction-academy-earthwork.pdf?sfvrsn=8f540363_1455-018
DETAILS SECTION F-F SECTION E-E SECTION D-D � Pile � Pile � Pile � Pile � Pile � Pile ** See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/455-018.pdf?sfvrsn=ab1646b9_1455-024
" SECTION D-D SECTION E-E SECTION F-F SECTION A-A ALTERNATE STRAND PATTERNS ELEVATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/455-024.pdf?sfvrsn=74992e53_1Exhibit 120-1 Redlines
6/11/2025 8:09:54 AM 1 NO. SHEET APPROVED BY: FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C. THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE TYPICAL SECTION PACKAGE STATE OF � � � R E E N 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 No 99995 L L E W S S O R C . I A I E L STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION FINANCIAL PROJECT ID 123456-1-52-01 BAY COUNTY (46080) STATE ROAD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-120-1-redlines.pdf?sfvrsn=868180c9_3Archived Meetings & Events
Cultural Resources Archaeological Collections & Curation Section 4(f) & 6(f) Tribal Consultation
https://www.fdot.gov/environment/oem-divisions/admin/archived-meetings-events