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0050104-723impl
the Category 1 conditions of FDOT Design Manual 266.4. f. Concrete segmental, post-tensioned girder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/0050104-723impl.pdf?sfvrsn=b224ced3_1SpecificationSubmittalGuidance
. e. County. f. State Road. g. Brief project specific justification/explanation for this DEV
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d5/files/specs/specpackage/specificationsubmittalguidance.pdf?sfvrsn=17447b26_1MAC API Access Cloud
Page 3 of 7 Introduction On April 11, 2025, MAC migrated f r om an on premises server t o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/access/fdotacct/mac-api-access-cloud.pdf?sfvrsn=1b6d20d_1Instructions JPA-LAP Invoice Summary Pages
0.00 a. 0.00 b. 0.00 c. 0.00 d. 0.00 e. 0.00 f. 0.00 0.00 0.00 0.00 Totals: $0.00 $0.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d4lap/projectmanagementanddistrictresources/instructions-jpa-lap-invoice-summary-pages_f266d51c-6363-4eec-9ab6-6b55bc449eb2.pdf?sfvrsn=264fe817_2section82vii-06112
of Transportation (F) Field Sampling and Testing Manual, Florida Department of Transportation Topic, on testing equipment that is requiring calibration. (F) Visually inspects or ensures, (D) Type of structure (E) Quantity of structures (F) Serial number The quality control manager, (F) Materials certification records for reinforcing steel, welded wire reinforcement, prestressing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/materials-manual/section82vii-06112.pdf?sfvrsn=3f65494e_1RSigningPavementMarkingsand Lighting
A L P A N E L A R E A ( S F ) ALUMINUM COLUMN (POST) SELECTION TABLE 11 1 700-010, Post, Concrete Stub, and F. Galvanized Bolts (Sleeve): ASTM A307 with Galvanized Hex Nuts and Washers, O T A L P A N E L A R E A ( S F ) ALUMINUM COLUMN (POST) SELECTION TABLE (O.D., (Typ.) Aluminum Base F i n i s h e d G r a d e 4 " M a x . T o 'W' S t u b, ' Base Bolt (Typ.) High Strength ' L ' 'L' M L/2 (See Note 3.D) Shims As Reqd. F i n i s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/ser/rsigningpavementmarkingsand-lighting.pdf?sfvrsn=38f6b6fb_5RSigningPavementMarkingsand Lighting
A L P A N E L A R E A ( S F ) ALUMINUM COLUMN (POST) SELECTION TABLE 11 1 700-010, , Concrete Stub, and F. Galvanized Bolts (Sleeve): ASTM A307 with Galvanized Hex Nuts and Washers E, T O T A L P A N E L A R E A ( S F ) ALUMINUM COLUMN (POST) SELECTION TABLE (O.D., " Plate (Typ.) Aluminum Base F i n i s h e d G r a d e 4 " M a x . T o 'W' S t u, 'D' Base Bolt (Typ.) High Strength ' L ' 'L' M L/2 (See Note 3.D) Shims As Reqd. F i n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/ser/rsigningpavementmarkingsand-lighting.pdf?sfvrsn=e098d5_6Job Cost Accounting System Checklist
distributed to appropriate accounts based on time sheets? f. Is a payroll register prepared for every
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Y 1.00 1.00 1.30 .80 4.10 8.0 7.0 F .10 O 2.10 SSG: LIGHT BROWN SAND W .000 05/06/25 FLORIDA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/86/20250425_445531-1_na_86000.pdf?sfvrsn=8d09e3cd_1Manual on Uniform Traffic Control Devices
Administration (FHWA) under 23 Code of Federal Regulations (CFR), Part 655, Subpart F. The most current
https://www.fdot.gov/traffic/trafficservices/mutcd.shtmE4U87 Exempt Documents Form
the confidential and exempt status of these Security System Plans in accordance with Florida law. F. Name
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STEEL BENDING DIAGRAMS BILL OF REINFORCING STEEL MARK SIZE LENGTH F 13'-10" 9'-2" 3'-10" 3'-7, . D R A F T 5 / 7 / 2 0 2 5 7 : 4 3 : 4 0 A M R E V I S I O N DESCRIPTION, OF REINFORCING STEEL MARK SIZE LENGTH F 13'-10" 9'-2" 3'-10" 3'-7" Additional Reinf, QUANTITY LB/FT LB 0.398 68.84 Reinforcing Steel (Typical) * D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/521-514intreviewpkg.pdf?sfvrsn=16878bce_1521-514IndReviewPkg
STEEL BENDING DIAGRAMS BILL OF REINFORCING STEEL MARK SIZE LENGTH F 13'-10" 9'-2" 3'-10" 3'-7, . D R A F T 5 / 7 / 2 0 2 5 7 : 4 3 : 4 0 A M R E V I S I O N DESCRIPTION, OF REINFORCING STEEL MARK SIZE LENGTH F 13'-10" 9'-2" 3'-10" 3'-7" Additional Reinf, QUANTITY LB/FT LB 0.398 68.84 Reinforcing Steel (Typical) * D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/521-514indreviewpkg.pdf?sfvrsn=5e64384e_120250530_414511-3_SR 25_91100
414511-3-31-01Roadway ID:09110000 Pavement Condition G - Good F - Fair P - Poor Crack Type L1 - 1st Lane Left
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/91/20250530_414511-3_sr-25_91100.pdf?sfvrsn=25e1335_120250605_453144-1_SR-9_93220
15.0 3.0 2.50 C II M P .56 .15 2 .090 Y OL N 1.00 .80 1.80 12.0 3.0 .25 C II L F .60 3 .099 Y
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. D R A F T 7 / 1 1 / 2 0 2 5 7 : 0 8 : 5 7 A M R E V I S I O N, and exit of ramps. D R A F T 7 / 1 1 / 2 0 2 5 7 : 0 9 : 0 3 A M R E V I, ' on curves of the entrance and exit of D R A F T O N L Y ONLY ONLY ONLY ONLY 2 0, RAMP NOTE: Do not place wrong way arrows in between consecutive directional arrows. D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/711-003indreviewpkg.pdf?sfvrsn=96bd1b24_1653-001IntReviewPkg
. As an option, pedestrian signals may be installed D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/653-001intreviewpkg.pdf?sfvrsn=3055afc2_1440-001IntReviewPkg
" corrugated tubing unless otherwise Type Vb and Cleanout 4 D R A F T 7 / 2 2 / 2 0 2 5 7, TYPE II TYPE III TYPE I, II, AND III D R A F T ( M i n . ) 6 " (Min.) 6" (Min.) 6, UPPER LIMITS - WET TYPE Va D R A F T 3" (Typ.) (Min.) 6" (Min.) 6" Varies (4'-0" Typ.) 1, 11/01/25 TYPE Vb AND CLEANOUT TYPE Vb - DRY TYPE V CLEANOUT SECTION A-A A A D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/440-001intreviewpkg.pdf?sfvrsn=996c197d_1711-003FHWAReviewPkg
. D R A F T 7 / 1 1 / 2 0 2 5 7 : 0 8 : 5 7 A M R E V I S I O N, and exit of ramps. D R A F T 7 / 1 1 / 2 0 2 5 7 : 0 9 : 0 3 A M R E V I, ' on curves of the entrance and exit of D R A F T O N L Y ONLY ONLY ONLY ONLY 2 0, RAMP NOTE: Do not place wrong way arrows in between consecutive directional arrows. D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/711-003fhwareviewpkg.pdf?sfvrsn=a7af227_1653-001IndReviewPkg
. As an option, pedestrian signals may be installed D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/653-001indreviewpkg.pdf?sfvrsn=b38c3ffb_1