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1-12DBBoilerplate9-7-11

. Bridge. Astructure,includingsupports,erectedoveradepressionoroveranobstructionsuchas water, . A multiple-span box culvert is considered a bridge, where the length between the extreme ends, and construction phases, and in some cases construction engineering and inspection, into a single Contract, . AnauthorizedrepresentativeoftheEngineer,assignedtomake official inspections of the materials furnished, d S p e c i f i c a t i ons: “ S t a n dard Specifications for Road and Bridge Construction

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/design-build/1-12dbboilerplate9-7-11.pdf?sfvrsn=1be92904_0

3460202.FHWA

environments or in mass concrete. TABLE 1 BRIDGE SUPERSTRUCTURES Component Slightly Aggressive, II (MH) Cast In Place TypeI TypeI,TypeII,TypeIP, orTypeIS Type II (MH) BRIDGE SUBSTRUCTURE, nominal maximum size of 1.5 inch as two components. ForClassIandClassII,excludingClass II (Bridge, the drilled shaft for inspection. Obtain approval from the Engineer before placing any additional shafts, the flowing concrete batches at slumps between 7.5 inches to 10.5 inches. Perform inspection

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3460202.fhwa.pdf?sfvrsn=82f66960_0

TP-05-13-25BSN2

in accordance with Article 3-1 of the Standard Specifications for Road and Bridge Construction, Standard Specifications for Road and Bridge Construction. Insurance companies must be authorized, Specifications for Road and Bridge Construction and the Special Provisions for instructions, : MARTIN Road Name: BRIDGE REPLACEMENT - 890083 (SR 91) (MP 138) MARTIN COUNTY Limits: 89470000, Total Bridge Length: 0.058 Miles Letting Date: 05/13/25 Total Proposal Length: 0.601 Miles Contract

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may13/tp-05-13-25bsn2.pdf?sfvrsn=27663455_1

6200000.comm

to the AC power source in accordance with NEC Article 250 “Bonding”. For poles on bridge structures, at least one ground rod in an electrical pull box so that the top 4” are accessible for inspection, multi-strand, insulated green earth wire. Response: 7. 620-4.2 Inspection: Move this text, 620-4 Ground Resistance testing & Inspection, indicating that it is an acceptable resistance test

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/6200000.comm.pdf?sfvrsn=42374388_0

102WZCD 2024-25

of the schedule of these inspections and give them the opportunity to join in the inspection as deemed necessary, down, and performs a drive through inspection immediately after set up. During operations, alternate traffic arrangements. 6.Conducts daily daytime and weekly nighttime inspections of projects with predominately daytime work activities, and daily nighttime and weekly daytime inspections, at least one stake or bolt into the underlying pavement or bridge deck. All other units, including those

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/otherfdotlinks/developmental/files/102wzcd-2024-25.pdf?sfvrsn=128601cf_1

102WZCD 2025-26

of the schedule of these inspections and give them the opportunity to join in the inspection as deemed necessary, down, and performs a drive through inspection immediately after set up. During operations, alternate traffic arrangements. 6.Conducts daily daytime and weekly nighttime inspections of projects with predominately daytime work activities, and daily nighttime and weekly daytime inspections, or bridge deck. All other units, including those with keeper pins, are considered freestanding. Remove

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/otherfdotlinks/developmental/files/102wzcd-2025-26.pdf?sfvrsn=6140fe32_1

4550503.origind

and compaction of fill. 14. Provide the make and model of the shaft inspection device, of constructing shafts supporting non-bridge structures, including sign, signal, lighting and ITS, period, and the loose material and water can be satisfactorily removed prior to inspection and prior, construction of drilled shafts for bridge foundations. Use polymer slurry only if the soils below, overreaming when inspections show it to be necessary. These terms are defined in 455-15.10.2, 455-15.10.3

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/4550503.origind.pdf?sfvrsn=2fe0922b_0

1-11DBBoilerplate-2-7-11

. Bridge. Astructure,includingsupports,erectedoveradepressionoroveranobstructionsuchas water, . A multiple-span box culvert is considered a bridge, where the length between the extreme ends, design and construction phases, and in some cases construction engineering and inspection, . AnauthorizedrepresentativeoftheEngineer,assignedtomake official inspections of the materials, Specifications for Road and Bridge Construction” a bound book, applicable to all Department Contracts

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/design-build/1-11dbboilerplate-2-7-11.pdf?sfvrsn=deab8fa8_0

7-09DesignBuildBoilerplate

for the proposed work. Bridge. Astructure,includingsupports, faces of end supports. A multiple-span box culvert is considered a bridge, where the length between, design and construction phases, and in some cases construction engineering and inspection, . Inspector. AnauthorizedrepresentativeoftheEngineer,assignedtomake official inspections of the materials, Specifications for Road and Bridge Construction” a bound book, applicable to all Department

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/july-2009/design-build/7-09designbuildboilerplate.pdf?sfvrsn=ebc50ea4_0

OOM_20240605_FDOT_CBI_Team_Leaders

as active, and have taken a qualified bridge inspection refresher class, please send a copy of your, Certified Bridge Inspector List Number First Name Last Name NSTM UW Expiration* CBI 0025, . Clair No No 4/25/2029 6/4/2024 www.fdot.gov Page 1 of 6 Certified Bridge Inspector List Number First, Page 2 of 6 Certified Bridge Inspector List Number First Name Last Name NSTM UW Expiration* CBI, www.fdot.gov Page 3 of 6 Certified Bridge Inspector List Number First Name Last Name NSTM UW Expiration

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/oom_20240605_fdot_cbi_team_leaders.pdf?sfvrsn=fa393ec0_1

OOM_20240729_FDOT-CBI-Team-Leaders

Certified Bridge Inspector List Number First Name Last Name NSTM UW Expiration* CBI 0025, No No 4/25/2029 7/29/2024 www.fdot.gov Page 1 of 6 Certified Bridge Inspector List Number First Name, Page 2 of 6 Certified Bridge Inspector List Number First Name Last Name NSTM UW Expiration* CBI, Page 3 of 6 Certified Bridge Inspector List Number First Name Last Name NSTM UW Expiration* CBI, Page 4 of 6 Certified Bridge Inspector List Number First Name Last Name NSTM UW Expiration* CBI 0636

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/oom_20240729_fdot-cbi-team-leaders.pdf?sfvrsn=d65113f4_1

OOM_20241031_FDOT-CBI-Team-Leaders

is active. If you are not currently listed as active, and have taken a qualified bridge inspection, Certified Bridge Inspector List Number First Name Last Name NSTM UW Expiration* CBI 0124, Powell Certified Certified 10/30/2025 10/31/2024 www.fdot.gov Page 1 of 6 Certified Bridge, www.fdot.gov Page 2 of 6 Certified Bridge Inspector List Number First Name Last Name NSTM UW, www.fdot.gov Page 3 of 6 Certified Bridge Inspector List Number First Name Last Name NSTM UW Expiration

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/oom_20241031_fdot-cbi-team-leaders.pdf?sfvrsn=5466b675_1

OOM_20241105_FDOT-CBI-Team-Leaders

is active. If you are not currently listed as active, and have taken a qualified bridge inspection, Certified Bridge Inspector List Number First Name Last Name NSTM UW Expiration* CBI 0124, 0386 Matthew Akers Certified Certified 9/12/2029 11/5/2024 www.fdot.gov Page 1 of 6 Certified Bridge, www.fdot.gov Page 2 of 6 Certified Bridge Inspector List Number First Name Last Name NSTM UW, of 6 Certified Bridge Inspector List Number First Name Last Name NSTM UW Expiration* CBI 0587

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/oom_20241105_fdot-cbi-team-leaders.pdf?sfvrsn=68c38d43_1

OOM_20241219_FDOT-CBI-Team-Leaders

are not currently listed as active, and have taken a qualified bridge inspection refresher class, please, Certified Bridge Inspector List Number First Name Last Name NSTM UW Expiration* CBI 0124, 0386 Matthew Akers Certified Certified 9/12/2029 12/19/2024 www.fdot.gov Page 1 of 6 Certified Bridge, 12/19/2024 www.fdot.gov Page 2 of 6 Certified Bridge Inspector List Number First Name Last Name NSTM, www.fdot.gov Page 3 of 6 Certified Bridge Inspector List Number First Name Last Name NSTM UW

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/oom_20241219_fdot-cbi-team-leaders.pdf?sfvrsn=402ff3b2_1

1780 search results for bridge inspection