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fdot_asct

s S p l i t s O p t i m i z e s O f f s e t s O p t i m i z e s P h

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/stamp/fdot_asct.pdf?sfvrsn=54055b8a_1

E1X85-R0BidTabs

REPAIR (MECHANICAL) (TN SECTION: 0080 0660 2106 LOOP ASSEMBLY, F&I, TYPE F 3.000 AS 2,830.23000, 0080 0660 2106 LOOP ASSEMBLY, F&I, TYPE F 3.000 AS 2,600.00000 7,800.00 0085 0706 1 3 RAISED

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/jun05/e1x85-r0bidtabs.pdf?sfvrsn=e7b9a027_1

20250708_451236-1_SR 35_14050

Condition G - Good F - Fair P - Poor Crack Type 3. Stabilization thickness was checked on 10, . 0.000.250.250.000.250.250.230.25UNKW0.160.180.08 Notes: Pavement Condition G - Good F - Fair

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/14/20250708_451236-1_sr-35_14050.pdf?sfvrsn=d1a5460c_1

Chapter11s5

and verified before each testing day. (2) The VT-2 will c ontinuously observe the indicator f or highs, -Graded F riction Course), a different equation is used. The length and width are multiplied

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter11s5.pdf?sfvrsn=856d0be9_8

FMPP_Presentation_05052025

h e s F a t a l i t i e s a n d S e r i o u s I n j u r i e s, Development 2 0 2 4 2 0 2 5 S e p t M a r S e p t O c t J u l y M a y F e b

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/metrosupport/fmpp/2025-2-may/fmpp_presentation_05052025.pdf?sfvrsn=ce5e1aba_1

or test reports, and the disposition or specimens (e) Appropriate forms and records (f) Fabricator, welding procedures (e) Weld quality and soundness requirements per Bridge Welding Code (f) Welders, cooling (f) Final dimensions Yes / No / NA ∆ 7.6 - Shop Assembly of Main Members, plate dimensions and fit (gaps, non- parallel) (f) Bolt hole accuracy, including adequate edge, to remove shot (e) Proper functioning of automated blasting equipment (f) Treatment of material defects

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/july-2015/materials-manual/section111-102714-7-15.pdf?sfvrsn=8370167_1

4550201FHWA

=0.7f ’ c–0.75fcpe (1a) sapc=0.6(0.7f ’ c–0.75fcpe)(1b) for voided piles sapt=6.5(f ’ c )0.5 + 1.05 fcpe (2a) for piles less than 50 feet long sapt=3.25(f ’ c )0.5 + 1.05 fcpe (2b, = maximum allowed pile compressive stress, psi sapt= maximum allowed pile tensile stress, psi f′c

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/4550201fhwa.pdf?sfvrsn=1088a38c_1

2026 FDM Summary of Revisions

ID FDM Chapter Section Summary Comment 593 0 - FDM All Ex. 120-1 Typical Section Package, Ex. 907-1 RFP Concept Plans, Ex. 910-1 Lead Key Sheet, Ex. 910-2 Revised Lead Key Sheet Replaced the Project URL with Project Location Map on all Lead Key Sheets. Also returned the Project Location Map instructions from FDM2022. 615 0 - FDM All All For consistency throughout the FDM, changed Type E and Type F "curb" to Type E and Type F "curb and gutter." 669 0 - FDM All All Change

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026-fdm-summary-of-revisions.pdf?sfvrsn=22255b7e_3

Section86V2-725redln

delivery and placement pattern and methods for the manufacturing of each Product. F. The preparation, concrete. F. Make and cure concrete test cylinders in accordance with ASTM C192 . FIELD

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/materials-manual/redline/section86v2-725redln.pdf?sfvrsn=7fa0412_1

Section8.6V2-722

delivery and placement pattern and methods for the manufacturing of each Product. F, of the production concrete. F. Make and cure concrete test cylinders in accordance with ASTM C192 . FIELD

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/materials-manual/redline/section8-6v2-722.pdf?sfvrsn=d9e7c9d0_1

Section8.6V2-721redln

for the manufacturing of each Product. F. The preparation of guidelines regarding flowing concrete, for the QC of the production concrete. F. Make and cure concrete test cylinders in accordance

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/materials-manual/redline/section8-6v2-721redln.pdf?sfvrsn=2e37613a_1

Section86V2redln

for the manufacturing of each Product. F. The preparation of guidelines regarding flowing concrete delivery, concrete samples for surface resistivity tests, when it is required for the class of concrete. F

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/redline/section86v2redln.pdf?sfvrsn=3591648c_1

Section86V2

delivery and placement pattern and methods for the manufacturing of each Product. F. The preparation, of concrete. F. Make and cure concrete test cylinders in accordance with ASTM C192 . FIELD

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/redline/section86v2.pdf?sfvrsn=24b0e66d_1

E1X70BidTabs

: 0235 0660 2106 LOOP ASSEMBLY, F&I, TYPE F 22.000 AS 2,914.18000 64,111.96 2,317.65000 50,988.30, , TYPE B 22.000 AS 1,176.80000 25,889.60 0235 0660 2106 LOOP ASSEMBLY, F&I, TYPE F 22.000

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/aug21/e1x70bidtabs.pdf?sfvrsn=cc394f2_1

Utilities

14-46 F. A.C.; therefore, the LPO is not to issue Utility Permits for the installation, Engineer develops revisions and additions to the UAM in accordance with Chapter 120, F. S

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/utilities.pdf?sfvrsn=b57462c0_1

430-011

1 2" x 6" 6" " Bar 2 1 2" X F L P 4 1 x 2 x 2 1 � 2 C4 x 5.4 4 1 x 2 x 2 1 � 2, A (lb) Weight Total P F (X) W-4" L G Slope of Rate 4'-3" 5'-3" 6'-3" 8'-3" 2'-4" 3'-4

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/430-011.pdf?sfvrsn=f9f73bd5_1

E3Y90-R0BidTabs

, TYPE F 300.000 LF 100.00000 30,000.00 65.00000 19,500.00 75.00000 22,500.00 0150 0520 3 VALLEY, F 300.000 LF 100.00000 30,000.00 0150 0520 3 VALLEY GUTTER- CONCRETE 10.000 LF 200.00000

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2025/sep11/e3y90-r0bidtabs.pdf?sfvrsn=bb819353_1

102-201

FACILITY: length and configuration). expansion joint opening at 70 degrees F, (Expansion joint depends, of Backwall F ° 2" Expansion Gap @ 70 1" Gap Fixed End Dimensions at Top of Steel Deck Angle Retainer

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/102-201.pdf?sfvrsn=91e4bd74_1