1780 search results for bridge inspection

SS4300000

inspection shall be replaced at no cost to the Department. Deflection measurements are taken, . Pipedeflected5%ormoreofthecertified actual mean diameter of the pipe at final inspection shall, . TheDepartment will reimburse the Contractor for the actual costs of any trestle bridge work

7850000.FHWA

) and the Standard Specifications for Road and Bridge Construction (SSRBC). This activity is a planned part, testing and inspection required by Sections 346 and 450; however the PCI personnel and plant, device is operated. Provide manufacturer recommended field installation instructions, inspection

0060000.FHWA

Signals and Devices (MSTCSD) and the Standard Specifications for Road and Bridge Construction (SSRBC, their quality and fitness for the work, to facilitate prompt inspection, and to minimize noise impacts, their quality and fitness for the work, to facilitate prompt inspection, and to minimize noise

SS4300000

of the pipe at final inspection shall be replaced at no cost to the Department. Deflection, method used. Pipedeflected5%ormoreofthecertifiedactualmean diameter of the pipe at final inspection, as provided below. TheDepartment will reimburse the Contractor for the actual costs of any trestle bridge

SS0070104

a site inspection. Provide this notification sufficiently in advance of planned commencement, following acceptance of final payment and have them available for inspection by the Department, and sub-phases of the number of hours devoted to each. Highway or Bridge Carpenter Helper, Mechanic

Pt1Ch4_073124_clean

5300000.FHWA

of this Section. IftheACBrevetment system is intended for use as bridge abutment protection, include, . 3.Forareasadjacent to bridge abutments, detail mat placement around curves, connections, protection, the gradation of the riprap by visual inspection at the project site. Resolve any difference of opinion, . IftheACBrevetment system is intended for use as bridge abutment protection, include the following, . 3.Forareasadjacent to bridge abutments, detail mat placement around curves, connections, protection of mat ends

Chapter5s11Redline

for the Resident Office (RO), both Department and Consultant Construction Engineering and Inspection (CCEI, Construction Engineering and Inspection Scope of Service requirements (when applicable). Topic, ) Certifications of Quantities See CPAM Section 5.14 for more information. (B) Roadway and Bridge Daily Work, to vehicles in an area under construction, over spray on a vehicle due to bridge painting, structural

Chapter5s11

), both Department and Consultant Construction Engineering and Inspection (CCEI) staff, and methods, requirements of CPAM Section 3.5 and the Consultant Construction Engineering and Inspection Scope, for more information. (B) Roadway and Bridge Daily Work Report (DWR) The Daily Work Report (DWR, , damage to vehicles in an area under construction, over spray on a vehicle due to bridge painting

4550502DB.FHWA

- 5.13 will not require inspection during handling. Keep a pile driving log for each pile installed, the piles within one bent or pier for a specific bridge for each phase of construction. Each Foundation, with 455- 5.13 will not require inspection during handling. Keep a pile driving log for each pile, as all the piles within one bent or pier for a specific bridge for each phase of construction. Each

2023-11-01-CADDManual

Existing Bridge Plans

CADDManual2025

Existing Bridge Plans

CADDManual2024

Existing Bridge Plans

2024-11-01-CADDManual

Existing Bridge Plans

OEM-CRM-Handbook_2025

of Alligator Alley, the Bob Graham/ Sunshine Skyway Bridge, the I-75 Snake Wall, and Myrtle Avenue, /Sunshine Skyway Bridge; a segment of Alligator Alley (I-75) extending from the tollbooth near Naples

TP-02-13-24BSN

consideration in accordance with Article 3-1 of the Standard Specifications for Road and Bridge, of the Department’s Standard Specifications for Road and Bridge Construction. Insurance companies must, for Road and Bridge Construction and the Special Provisions for instructions for submission of a DBE/AA, ): 44262515201(*) Federal Aid No: N/A Total Roadway Length: 1.183 Miles Contract Days: 772 Total Bridge, 0107- 2- MOWING AC 721.630 0108- 1- MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT

Pt2Ch8_073124_clean

on Post-1945 Common Bridge Types, and consideration of effects of the undertaking on historic properties other than the common bridge

44893815201-DrainageReportTechMemo

perform periodic inspections to identify if there are any deficiencies in structural integrity, requiring routine inspection and maintenance may include but are not limited to: Side slopes, - "Construction Completion and Inspection Certification for Activities Associated With a Private

App F BCR_South_N&V_Report

of westbound Terminal Drive bridge to offset the storage lost from introducing the platform and sidings, relocated to the outside. The station work and existing bridge piers will require the existing FEC, the bus stop to the vertical circulation/pedestrian bridge to access the platform. Pedestrians will only, and safety inspections. BCR South track work construction will require coordination with FEC

Historical Item Averages Market Area 05

$6,552,800.00 3,276.400 CY N CONC CLASS II, BRIDGE SUPERSTRUCTURE 0400 2 5 1 $2,000.00 $502,400.00 251.200 CY N CONCRETE CLASS II, BRIDGE SUBSTRUCTURE 0400 2 10 1 $2,000.00 $2,642,000.00 1,321.000 CY N, 0400 4 5 1 $2,000.00 $1,243,600.00 621.800 CY N CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE 0400 4 8 1, CY N CONCRETE CLASS IV, MASS, SUBSTRUCTURE 0400 7 1 1 $10.00 $121,120.00 12,112.000 SY N BRIDGE DECK GROOVING 0400 9 1 1 $10.00 $120,330.00 12,033.000 SY N BRIDGE DECK PLANING 0400145 1 $5.00