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Final Estimates CA_2025
– Specification 4-1 • Conventional • Lump Sum • Design-Build • Know the Plans • Know, https://www. fdot.gov/design Documents and Publications > Standard Plans ORDER OF PRECEDENCE, • None HOW ARE PAY I TEMS PA I D ? • Plan Quantity • Designer Quantity • Lump Sum • Same, to the Designer’s plans, BUT red check marks are included on the Summary of Quantity sheets to show the Designer’s quantities were installed….. Do these markups to the plans require the disclaimer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/final-estimates-ca_2025.pdf?sfvrsn=3ff37671_1449188_TechnicalScope_Final
for further analysis. The project designer will prepare the Pavement Design Package per FPDM. Any, . Any Special MOT concerns? No 15. Any Construction concerns? No 16. Posted/Design Speed Limits: 420240 (2009) Design/Posted Speed 70 mph 17. SIS Facility?/Context Classification: Yes / LA – Limited, in order to develop and process the LRE. The district design project manager and engineer, from the scope. The Design Project Manager shall coordinate the proposed deviations with the scoping
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26145/449188_technicalscope_final.pdf?sfvrsn=ebafde6c_120230818_447917-1_SR 686_15030
. Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches, Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates, Roadway ID: 15030000 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6, . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12, . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/15/20230818_447917-1_sr-686_15030.pdf?sfvrsn=c5483aef_120231019_450877-1_SR 35_16060
LL/LR - Left/Right Turn Lane RL/RR - Left/Right Turn Lane Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates material was encountered, % of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. 2. Mile posts, Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK, % of the coring locations. For pavement design, assume 12 inches of thickness for stabilization
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20231019_450877-1_sr-35_16060.pdf?sfvrsn=7d34b417_120231020_451014-1_SR 776_17050
locations. For pavement design, assume 12 inches of thickness for stabilization. 2. Mile posts, /RR - Left/Right Turn Lane Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane, thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, /Inside Shoulder LL/LR - Left/Right Turn Lane RL/RR - Left/Right Turn Lane Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20231020_451014-1_sr-776_17050.pdf?sfvrsn=159ccc1a_120231005_450883-1_SR 17_16090
thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, /RR - Left/Right Turn Lane Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane, was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, : 16090000 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value, . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20231005_450883-1_sr-17_16090.pdf?sfvrsn=1903dc66_120240611_451017-1_SR 683_17120
% of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. 2, /Right Turn Lane RL/RR - Left/Right Turn Lane Lane Designations - Decreasing MP Lane Designations, . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches, Lane Roadway ID: 17120000 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane, was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20240611_451017-1_sr-683_17120.pdf?sfvrsn=aa834b75_120240528_449205-1_SR 686_15030
/Right Turn Lane RL/RR - Left/Right Turn Lane Lane Designations - Decreasing MP Lane Designations, . For pavement design, assume 12 inches of thickness for stabilization. 2. Mile posts are approximate, - Left/Right Turn Lane Roadway ID: 15030000 Lane Designations - Decreasing MP Lane Designations, design, assume 12 inches of thickness for stabilization. 449205-1 CRACK Shoulder Cores (S) 2. Mile, Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/15/20240528_449205-1_sr-686_15030.pdf?sfvrsn=e566d25d_120250213_451103-1_SR 31_01030
locations. For pavement design, assume 12 inches of thickness for stabilization. 2. Mile posts, Lane RL/RR - Left/Right Turn Lane Lane Designations - Decreasing MP Lane Designations - Increasing, % of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. 2. Mile posts, Lane RL/RR - Left/Right Turn Lane Lane Designations - Decreasing MP Lane Designations - Increasing, . For pavement design, assume 12 inches of thickness for stabilization. CRACK Turn Lane Cores (TL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/01/20250213_451103-1_sr-31_01030.pdf?sfvrsn=4e88f725_120241213_452621-1_SR 25_09030
thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, /Right Turn Lane Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type BR, was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, Shoulder LL/LR - Left/Right Turn Lane RL/RR - Left/Right Turn Lane Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type BR - Bridge Approach/Departure SS - Side Street S
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/09/20241213_452621-1_sr-25_09030.pdf?sfvrsn=ae3552c5_120250203_451270-1_SR 25_09030
. Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12, slope is approximate and measured in the center of the lane. Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates material was encountered, % of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. 451270-1 CRACK, Shoulder Roadway ID: 09030000 Lane Designations - Decreasing MP Lane Designations - Increasing MP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/09/20250203_451270-1_sr-25_09030.pdf?sfvrsn=20795833_1MPOAC Noteworthy Practices Working Group List of Presentations for 2020
learning lab conducted in the classroom using a traffic design program (StreetMix) to create complete, and get funding for designing and constructing bicycle and pedestrian facilities to close gaps, that matched about $3.3 million in non-federal funded projects to design and construct sidewalks, pathways, did the following major tasks to accomplish the project: • Developed conceptual design plans to complete the environmental analysis and for inclusion in the design build procurement package
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac/mpoac-noteworthy-practices-working-group/florida-mpo-noteworthy-practices-final-draft_f820d752-7666-4476-aaa3-f7aadadcf21d.pdf?sfvrsn=917c0a28_4SS3460000
in a continuous placement. Produce these concretes using separate design mixes. For example, designate, :Unlessaspecifictype of cement is designated elsewhere, use Type I, Type IP, Type IS, Type IP (MS), Type II, or Type III cement in all classes of concrete. Useonlythetypesofcements designated for each environmental condition in structural concrete. A mix design for a more aggressive environment may, concrete in the AASHTO LRFD Bridge Design Specifications. ForClassI(Special)and Class II, excluding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3460000.pdf?sfvrsn=1192a65b_0SS3460000
) of the designated mass concrete elements during curing. Submit both the mass concrete mix design, :Unlessaspecifictype of cement is designated elsewhere, use Type I, Type IP, Type IS, Type IP (MS), Type II, or Type III cement in all classes of concrete. Useonlythetypesofcements designated for each environmental condition in structural concrete. A mix design for a more aggressive environment may, for reinforced concrete in the AASHTO LRFD Bridge Design Specifications. ForClassI(Special)and Class II
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss3460000.pdf?sfvrsn=821cb5d0_0SS3460000
in a continuous placement. Produce these concretes using separate design mixes. For example, designate, :Unlessaspecifictype of cement is designated elsewhere, use Type I, Type IP, Type IS, Type IP (MS), Type II, or Type III cement in all classes of concrete. Useonlythetypesofcements designated for each environmental condition in structural concrete. A mix design for a more aggressive environment may, concrete in the AASHTO LRFD Bridge Design Specifications. ForClassI(Special)and Class II, excluding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3460000fb6feeb5634142619205128961aff379.pdf?sfvrsn=3ef4596b_09710000.impl
. 971-2.1 General Requirements: Glass spheres shall be of a composition designed to be highly resistant, **High Index beads Sieve Size Percent by Mass Passing Designated Sieve (ASTM D1214) Grading Designation Type 1 (AASHTO) Type 3 (FP 96)Type4(FP96)Type5(FP96) HighIndex No.8 100 No.10 100 95-100 No.12 100 95-100 80-95 No.14 95-100 80-95 10-40 Sieve Size Percent by Mass Passing Designated Sieve (ASTM D1214) Grading Designation Type 1 (AASHTO) Type 3 (FP 96)Type4(FP96)Type5(FP96
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/9710000.impl.pdf?sfvrsn=de9e7539_0Pt2Ch7-073124_clean
AND ENVIRONMENT ............................. 7-36 Late Designations, Unanticipated Discoveries, to “use” lands from any property designated or functioning as a Section 4(f) resource as set forth, , then a representative designated by the Tribe shall be recognized as an OWJ in addition to the SHPO. o, (NHL), the designated official of the National Park Service (NPS) is also an OWJ over, purpose must be for park or recreation activities o Must be designated or functioning as a significant
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. Therequirements of this Section are applicable to concrete designated as Class NS hereinafter referred, approved mix design. Use originally approved mix components and proportions, when unsatisfactory, uniformly. Operate concrete mixers at speeds per the manufacturer’s design. Do not exceed, Design: Before producing any concrete, submit the proposed mix design with compressive strength test, strength requirement. The test results must be within twelve months of the submittal of the mix design
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o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): S tructures Design staff contacted (name): W i l l t h e p r o posed revision involve PPM changes? Yes No Roadway Design staff contacted (name): W i l l t h e p r o posed revision involve CPAM, h i s r evision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, , or as specified in accordance with the Contract Documents and the Design Standardsincluding end
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/5360000.origind.pdf?sfvrsn=a312f1b4_04500000.origind
No Office Staff Contacted Standard Plans Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Will this revision necessitate any of the following: Design, Plant: Ensure each plant has an onsite QC Manager or designee meeting the requirements of Section 105, 3 inches andfor the location of intermediate diaphragms, relative to design plan positions, is plus
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