2219 search results for bridge inspection

SP4550000DBFHWA

. Structures (Other Than Bridge) Foundations- Auger Cast Piles, found by the divers. Upon completion of inspection by the divers, the Department may also elect, inspection before requesting authorization to place the seal concrete. 455-1.4 Vibrations on Freshly, the piles to facilitate inspection. Provide individual straight-line marks at 1- ft intervals numbered

DEV346-455-MM92ACP (4-25-23)

the responsibility for QC inspections for all phases of work. Ensure all materials and workmanship, , and inspections will be randomly confirmed by the Department. Table 346-7 Sampling Frequency Class, Requirements: 455-39.1.1 Bridge Foundations: Provide a foreman in responsible charge for the ACP, . 455-39.1.2 Noise Walls and Non-Bridge Structure Foundations: Provide a foreman with a minimum, for any auger cast pile installations in the field. 455-39.2 Contractor’s Operations: For bridge

1-13WorkbookFINAL

SPECIFICATIONS for ROAD and BRIDGE CONSTRUCTION JANUARY 2013 WORKBOOK Effective Letting: JANUARY 1, of asphalt - Streamline Lump Sum. Do not use with SP0040100LS. For bridge repair/rehab projects, contact, 2,000 tons of asphalt - Streamline Plan Quantity. Do not use with SP0040100. For bridge repair/rehab, ) Changes to: 5-1.1, 5-2, 5-7.6 SP0050501LS Lump Sum Projects INSPECTION. (REV 2-10-94) (1-13) Changes to: 5-9.1. SP0050901 Long bridge jobs (1500 feet or longer); modify to suit CONTROL

Special Provisions Workbook July 2022

PublicHearing_MARION COUNTY_Summary_2024-2028

for Project 447603-1 $1,158,613 447861-1 - I-75 WILDWOOD WEIGH STATION - INSPECTION BARN UPGRADES, 451716-1 - SR 93/I-75 SIGN STRUCTURE REPLACEMENTS Type of Work: BRIDGE-REPAIR/REHABILITATION Phase, Bridge/Roadway/Contract Maintenance State $441,220 $454,457 $468,088 $487,617 Total for Project, MAINTENANCE Phase Funding Source 2024 2025 2026 2027 2028 Bridge/Roadway/Contract Maintenance State, MAINTENANCE Phase Funding Source 2024 2025 2026 2027 2028 Bridge/Roadway/Contract Maintenance State

RCI Features and Characteristics Handbook

of its edits. Appendices RCI Inventory matrices, obsolete codes, vehicle safety inspection sheet, Number   BRIDGENO - Bridge Number   FACCROSS - Facility Crossed   TUNNELNO - Tunnel Number, - Number of Bridge End Delineators   DELINEAT - Number of Guide Posts/Hazard Marker Delineators  451, Attenuators OOM  ATCONDTN - Attenuator Condition   ATINSPEC - Attenuator Inspection Date, - Attenuator Type   ATTYPINS - Attenuator Inspection Type   VEHDIRCD - General Vehicular Direction  480

2024FDM265ReinfConcBox

from face-to- face (inside) of the extreme abutments or sidewalls. The National Bridge Inspection Standards classify the following culverts as bridge- sized (a.k.a., bridge culverts): • Box, provides an illustration of a single-span and a multi-span bridge culvert. Topic #625-000-002 FDOT Design Manual 265 - Reinforced Concrete Box and Three-Sided Culverts Figure 265.1.1 Examples of Bridge, are a corrugated metal structure, concrete box culvert, concrete frame or arch, and a short- span bridge

2024FDM265ReinfConcBox

from face-to- face (inside) of the extreme abutments or sidewalls. The National Bridge Inspection Standards classify the following culverts as bridge- sized (a.k.a., bridge culverts): • Box, provides an illustration of a single-span and a multi-span bridge culvert. January 1, 2024 1 Topic, 265.1.1 Examples of Bridge Culverts January 1, 2024 2 Topic #625-000-002 FDOT Design Manual 265, frame or arch, and a short- span bridge. While the site conditions are the primary deciding factor

2025FDM265ReinfConcBox

from face-to- face (inside) of the extreme abutments or sidewalls. The National Bridge Inspection Standards classify the following culverts as bridge- sized (a.k.a., bridge culverts): • Box, an illustration of a single-span and a multi-span bridge culvert. Topic #625-000-002 FDOT Design Manual 265 - Reinforced Concrete Box and Three-Sided Culverts Figure 265.1.1 Examples of Bridge, are a corrugated metal structure, concrete box culvert, concrete frame or arch, and a short - span bridge

2025FDM265ReinfConcBox

of the roadway from face-to- face (inside) of the extreme abutments or sidewalls. The National Bridge Inspection Standards classify the following culverts as bridge- sized (a.k.a., bridge culverts, 265.1.1 provides an illustration of a single-span and a multi-span bridge culvert. January 1, 2025 1, Figure 265.1.1 Examples of Bridge Culverts January 1, 2025 2 Topic #625-000-002 FDOT Design Manual, , concrete frame or arch, and a short- span bridge. While site conditions are the primary deciding

2026FDM265ReinfConcBox

Bridge Inspection Standards classify the following culverts as bridge- sized (a.k.a., bridge culverts, 265.1.1 provides an illustration of a single-span and a multi-span bridge culvert. Topic, Figure 265.1.1 Examples of Bridge Culverts Topic #625-000-002 FDOT Design Manual January 1, 2026, culvert, concrete frame or arch, and a short - span bridge. While site conditions are the primary, of a short-span bridge should be investigated before a final determination is made to use a large concrete

2026FDM265ReinfConcBox

Bridge Inspection Standards classify the following culverts as bridge- sized (a.k.a., bridge, . Figure 265.1.1 provides an illustration of a single-span and a multi-span bridge culvert. Topic, Figure 265.1.1 Examples of Bridge Culverts Topic #625-000-002 FDOT Design Manual January 1, 2026, culvert, concrete frame or arch, and a short - span bridge. While site conditions are the primary, of a short-span bridge should be investigated before a final determination is made to use a large concrete

SCO BP RFP (LB Local Agency Off-System) CLEAN vers 2025-01a dated 5-9-2025

S. Schedule of Values: 19 T. Computer Automation: 19 U. Construction Engineering and Inspection, by this RFP. Note to developer of the RFP: If a bridge will be widened as a part of the project, the bridge is a candidate for the concept widening. It is important to note that the Load Rating, ) Value Added Bridge Component (DEV475) (Note to developer of the RFP: When requested by the Local, for Road and Bridge Construction (Divisions II & III), Special Provisions and Supplemental

SS9750000

on Bridge Substructure: Supply the elastomeric coating system with a 100% acrylic aliphatic polyurethane, color for inspection purposes. UV degradable color must dissipate in a reasonable time period to allow inspection but not detract from visual impact of the structure. 975-7.2 Laboratory

SS9750000

Recovery ASTM C 957 ≥94% 975-5.3 System Modifications for Use on Bridge Substructure: Supply, and type, as applicable. e. Clear coats must contain a UV degradable color for inspection purposes. UV degradable color must dissipate in a reasonable time period to allow inspection but not detract from

SS9750000

Elongation Recovery ASTM C 957 ≥94% 975-5.3 System Modifications for Use on Bridge Substructure: Supply, and type, as applicable. e. Clear coats must contain a UV degradable color for inspection purposes. UV degradable color must dissipate in a reasonable time period to allow inspection but not detract

Chapter5s8

Standard Specifications for Road and Bridge Construction Federal-Aid Policy Guide, 23 Code, methods of material acceptance: 1) certification; 2) visual inspection; and 3) sampling and testing, into Witness-and-Hold projects. Visual Inspection may also be an alternate method of acceptance for sampling

sp4550000db

Footings 455-25 through 455-37 E. Structures (Other Than Bridge) Foundations- Auger Cast Piles 455-38, soils or rock. Correct any deficiencies found by the divers. Upon completion of inspection, indicating the results of their underwater inspection before requesting authorization to place the seal

SP4550000DB.origind

........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge) Foundations- Auger Cast Piles, completion of inspection by the divers, the Department may also elect to inspect the work before, by the divers to the Engineer indicating the results of their underwater inspection before requesting

SP4550000DB

........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge, by the divers. Upon completion of inspection by the divers, the Department may also elect to inspect, inspection before requesting authorization to place the seal concrete. 455-1.4 Vibrations on Freshly