4702_-_Freeport_Bridge_Deck_Repair_Project_-_Plans.pdf
PDF 3 MB Posted
- Attached to
- Freeport Bridge Deck Repair Project
- Solicitation number
- 4702
- Issued by
- Sacramento County, San Francisco City, California
About this file
Freeport Bridge Deck Repair Project - Plans Document
This document comprises the construction plans for the Freeport Bridge Deck Repair Project prepared by the County of Sacramento, Department of Transportation, Public Works & Infrastructure Agency. The project, identified as Bridge No. 24C0001 (Project No. 4702), involves comprehensive repair work on the Freeport Bridge spanning the Sacramento River. The scope of work includes weld repairs to the main bascule span steel structure, joint armor replacement at Pier 6 and Abutment 7, and roller and pin system repairs. Specific repairs encompass broken welds at interior beam/longitudinal stringer interfaces, end panel beam connections, and floor beam/lateral brace interfaces within the steel grid bascule span between Pier 4 and Pier 5. The plans include a detour plan implementing traffic control measures with Type III barricades, warning lights, and construction area signage. The project documents consist of six sheets: a cover sheet, detour plan, general plan with main bascule span elevation and typical sections, weld repair details, joint armor repair details, and roller and pin repair details. All structural steel work must conform to ASTM A709 Grade 50 specifications, with welding performed in accordance with AWS D1.1 standards and high-strength bolt specifications per ASTM F3125 Grade A325.
The repair work includes blast cleaning of existing steel faying surfaces to SSPC-SP 10 standards with subsequent application of inorganic zinc-rich primer and two finish coats of exterior grade latex paint. The contractor is responsible for field verification of existing component dimensions and sizes, which are noted as approximate in the plans, and must notify the engineer if the quantity of broken welds exceeds the estimated number in the contract plans. Joint armor repairs require removal and replacement of 12-inch structural steel plates by plug welding to supporting angles, while roller and pin repairs involve replacement of four steel rollers (two at each edge) and installation of two additional steel pin supports with securing bolts. The project includes utility coordination with representatives from PG&E, SMUD, AT&T, Sacramento County Water Resources, Yolo County Roads, and Courtland Fire Department. The plans were prepared by engineering consultants at 2868 Prospect Park Drive, Suite 250, Rancho Cordova, California, with design approval signed by Jared Wilson (License No. 93532) with an expiration date of June 30, 2026.
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COVER SHEET
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%%UDRAWING
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INDEX OF SHEETS
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%%USHEET
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%%UDESCRIPTION
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CS01
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WELD REPAIR DETAILS
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DT01
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DT03
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ROLLER AND PIN REPAIR DETAILS
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DT02
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JOINT ARMOR REPAIR DETAILS
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SCALE: 1"=5 MILES
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GAS: P.G.& E.
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ELECTRICITY: S.M.U.D.
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TELEPHONE: AT&T
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UNDERGROUND SERVICE ALERT
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ROADS: SACRAMENTO COUNTY
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ROADS: YOLO COUNTY
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PHONE
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(916) 732-7344
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(916) 874-7281
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(916) 874-8812
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(530) 666-8039
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(916) 298-9758
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STEPHEN JONES
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EDWARD OWEN
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TIM STEVENS
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REPRESENTATIVE
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MIKE DURKEE
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TODD RIDDIOUGH
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UTILITY
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FIRE: COURTLAND FIRE
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(916) 484-2445
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ED SAYERS
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DAVID WELCH
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(916) 439-4814
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DATE:
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PUBLIC WORKS & INFRASTRUCTURE AGENCY
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AutoCAD SHX Text A:\_V-TPD\PROJECTS\CA\SACRAMENTO COUNTY\2023\D233340CA.02\500-DESIGN\505 - CADD FILES\D233340RAB.DWG Last Saved: 12/15/2025 3:51 PM Jared.Wilson Last Saved: 12/15/2025 3:51 PM Jared.Wilson12/15/2025 3:51 PM Jared.Wilson Jared.WilsonJared.Wilson
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OF
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SIGNATURE
AutoCAD SHX Text C93532
AutoCAD SHX Text A:\_V-TPD\PROJECTS\CA\SACRAMENTO COUNTY\2023\D233340CA.02\500-DESIGN\505 - CADD FILES\D233340RAB.DWG Last Saved: 12/15/2025 3:51 PM Jared.Wilson Last Saved: 12/15/2025 3:51 PM Jared.Wilson12/15/2025 3:51 PM Jared.Wilson Jared.WilsonJared.Wilson
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DETOUR PLAN
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DE01
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PREPARED FOR THE FREEPORT BRIDGE DECK REPAIR
DETOUR PLAN
COUNTY OF SACRAMENTO
DEPARTMENT OF TRANSPORTATION
1/6/2026
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NOTES:
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1. THIS PLAN IS ACCURATE FOR CONSTRUCTION AREA SIGN WORK ONLY. THIS PLAN IS ACCURATE FOR CONSTRUCTION AREA SIGN WORK ONLY. 2. LOCATION OF CONSTRUCTION AREA SIGNS ARE APPROXIMATE. EXACT LOCATION OF CONSTRUCTION AREA SIGNS ARE APPROXIMATE. EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER. 3. ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES.ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES.
AutoCAD SHX Text LEGEND: : CONSTRUCTION AREA SIGN WORK AREA CONSTRUCTION AREA SIGN (CAS) NUMBER TYPE III BARRICADE
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AutoCAD SHX Text FILE A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD Files\D233340rmg.dwg
AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson
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DATE PLOTTED 1/6/2026 1:58:46 PM1/6/2026 1:58:46 PM
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TIME PLOTTED 1:58:46 PM1:58:46 PM
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AutoCAD SHX Text 2868 PROSPECT PARK DRIVE, SUITE 250 RANCHO CORDOVA, CA 95670 P: 916.368.9181916.368.9181
AutoCAD SHX Text THE COUNTY OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
AutoCAD SHX Text Jared Wilson
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D233340CA.02
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PREPARED FOR THE FREEPORT BRIDGE DECK REPAIR
GENERAL PLAN
COUNTY OF SACRAMENTO
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
MAIN BASCULE SPAN PLAN
MAIN BASCULE SPAN ELEVATION
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1/6/2026
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AutoCAD SHX Text FILE A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD Files\D233340a-a-gp01.dwg
AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson
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DATE PLOTTED 1/6/2026 1:58:48 PM1/6/2026 1:58:48 PM
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TIME PLOTTED 1:58:48 PM1:58:48 PM
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DESIGN
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AutoCAD SHX Text 2868 PROSPECT PARK DRIVE, SUITE 250 RANCHO CORDOVA, CA 95670 P: 916.368.9181916.368.9181
AutoCAD SHX Text THE COUNTY OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
AutoCAD SHX Text Jared Wilson
AutoCAD SHX Text 93532
AutoCAD SHX Text 6/30/26
AutoCAD SHX Text Jared Wilson
AutoCAD SHX Text J. Wilson
AutoCAD SHX Text M. Edgar
AutoCAD SHX Text M. Edgar
AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text J. Wilson
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D233340CA.02
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AutoCAD SHX Text J. Wilson
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AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text T. Eaton
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AutoCAD SHX Text FILE A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD Files\D233340a-a-gp01.dwg
AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson
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DATE PLOTTED 1/6/2026 1:58:49 PM1/6/2026 1:58:49 PM
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TIME PLOTTED 1:58:49 PM1:58:49 PM
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DESIGN
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QUANTITIES
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COMPARED
AutoCAD SHX Text 2868 PROSPECT PARK DRIVE, SUITE 250 RANCHO CORDOVA, CA 95670 P: 916.368.9181916.368.9181
AutoCAD SHX Text THE COUNTY OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
AutoCAD SHX Text ±13'-6"
AutoCAD SHX Text ±13'-6"
AutoCAD SHX Text Roadway Clearance
AutoCAD SHX Text No Scale
AutoCAD SHX Text No Scale
AutoCAD SHX Text No Scale
AutoCAD SHX Text Exist Bascule Truss
AutoCAD SHX Text Exist Interior Beam
AutoCAD SHX Text Exist Floorbeam
AutoCAD SHX Text Exist Longitudinal Stringer (Tot 5)
AutoCAD SHX Text Top of Deck
AutoCAD SHX Text Repairs: - Welds: See DETAIL A, DETAIL B, and DETAIL C - Joint Armor: See DETAIL D and DETAIL E - Pin & Roller: See DETAIL F
AutoCAD SHX Text Legend: Interior Beam weld repair, see DETAIL A End Panel weld repair, see DETAIL B Lateral Brace weld repair, see DETAIL C
AutoCAD SHX Text Notes: 1. Weld repairs to occur between Pier 4 and Pier 5, within the main steel grid bascule span. Weld repair locations shown are approximate. Before performing weld repairs, contractor to assess entire span at the following locations of interest for broken welds: 1.a. Interior Beam/Longitudinal Stringer interface Interior Beam/Longitudinal Stringer interface 1.b. End Panel Beam/Longitudinal Stringer interface End Panel Beam/Longitudinal Stringer interface 1.c. Floor Beam/Lateral Brace interface Floor Beam/Lateral Brace interface 2. Contractor to notify Engineer if amount of broken welds exceeds estimated number in contract plans. Proceed with weld repairs after Engineer approval. See "WELD REPAIR DETAILS" sheet.
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FG
AutoCAD SHX Text Exist Bascule Truss
AutoCAD SHX Text Exist Longitudinal Stringer, Typ
AutoCAD SHX Text Exist Floorbeam, Typ
AutoCAD SHX Text Bascule Span
AutoCAD SHX Text Exist Lateral Brace, Typ
AutoCAD SHX Text Exist Longitudinal Stringer (Tot 5)
AutoCAD SHX Text Bascule Span
AutoCAD SHX Text Exist Interior Beam, Typ
AutoCAD SHX Text Pier 5
AutoCAD SHX Text Pier 4
AutoCAD SHX Text Pier 4
AutoCAD SHX Text Pier 5
AutoCAD SHX Text Main Bascule Span = ±226'
AutoCAD SHX Text To Freeport Blvd
AutoCAD SHX Text To Main Bascule Span
AutoCAD SHX Text Pier 6
AutoCAD SHX Text Abut 7
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AutoCAD SHX Text Exist Floorbeam, Typ
AutoCAD SHX Text STRUCTURAL STEEL PLATES & SHAPES: HIGH STRENGTH BOLTS (HSB): BLAST CLEAN WELD SURFACE AND PAINT AT NEW WELD LOCATION: WELDING:
AutoCAD SHX Text ASTM A709 All new shapes and plates are Grade 50 (Fy = 50,000 psi) All bolts shall conform to ASTM F3125 Grade A325 unless otherwise noted. Threads shall be excluded from the shear planes, unless otherwise noted. Where minimum bolt lengths do not permit the exclusion of threads from the shear plane, plate washers may be used as approved by the Engineer. HSB shall be galvanized. Blast clean existing steel faying surface at broken welds under SSPC-SP 10. After blast cleaning, surfaces must have a dense, uniform, angular anchor pattern of 1.5 to 3.5 mils when measured under ASTM D4417. After broken weld residue is ground away and new weld has set, apply inorganic zinc-rich primer and 2 finish coats of exterior grade latex. Zinc-rich primer on faying surfaces must comply with the slip coefficient specifications for Class B coatings on blast-cleaned steel in Appendix A of the Specification for Structural Joints Using High-Strength Bolts of the RCSC. Welding must comply with AWS D1.1
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AutoCAD SHX Text No Scale
AutoCAD SHX Text ±24'
Exist Interior Beam, Typ
WELD REPAIR DETAILS
COUNTY OF SACRAMENTO
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
DETAIL A DETAIL B DETAIL C
A A B B
C
C
SECTION A-A SECTION B-B SECTION C-C
1/6/2026
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DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)
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AutoCAD SHX Text FILE A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD Files\D233340a-u-dt01.dwg
AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson
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DATE PLOTTED 1/6/2026 1:58:55 PM1/6/2026 1:58:55 PM
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TIME PLOTTED 1:58:55 PM1:58:55 PM
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DESIGN
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DETAILS
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QUANTITIES
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COMPARED
AutoCAD SHX Text 2868 PROSPECT PARK DRIVE, SUITE 250 RANCHO CORDOVA, CA 95670 P: 916.368.9181916.368.9181
AutoCAD SHX Text THE COUNTY OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
AutoCAD SHX Text Jared Wilson
AutoCAD SHX Text 93532
AutoCAD SHX Text 6/30/26
AutoCAD SHX Text Jared Wilson
AutoCAD SHX Text J. WIlson
AutoCAD SHX Text M. Edgar
AutoCAD SHX Text M. Edgar
AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text J. Wilson
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
D233340CA.02
AutoCAD SHX Text 24C0001
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SAC
AutoCAD SHX Text
CR
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text J. Wilson
AutoCAD SHX Text J. Wilson
AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text T. Eaton
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BRIDGE NO.
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POST MILE
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ORIGINAL SCALE IN INCHES
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FOR REDUCED PLANS
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PROJECT ENGINEER
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DESIGN OVERSIGHT
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DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)
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EARLIER REVISION DATES
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AutoCAD SHX Text FILE A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD Files\D233340a-u-dt01.dwg
AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson
AutoCAD SHX Text
DATE PLOTTED 1/6/2026 1:58:55 PM1/6/2026 1:58:55 PM
AutoCAD SHX Text
TIME PLOTTED 1:58:55 PM1:58:55 PM
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DESIGN
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DETAILS
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QUANTITIES
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COMPARED
AutoCAD SHX Text 2868 PROSPECT PARK DRIVE, SUITE 250 RANCHO CORDOVA, CA 95670 P: 916.368.9181916.368.9181
AutoCAD SHX Text THE COUNTY OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
AutoCAD SHX Text No Scale
AutoCAD SHX Text No Scale
AutoCAD SHX Text No Scale
AutoCAD SHX Text Notes: 1. Steel orthotropic deck driving surface Steel orthotropic deck driving surface restricts access to weld locations from the top side. Welds expected to be accessed from beneath. 2. Dimensions, component sizes, and steel Dimensions, component sizes, and steel sections labeled on this sheet are approximate. Applicable components are to be replaced or replicated in-kind. The contractor is to field verify pertinent components before manufacturing. 3. The corresponding modern AISC section is The corresponding modern AISC section is identified for each existing steel member and is intended to provide a rough approximation of its size and dimensions. Pertinent dimensions to be verified by contractor.
AutoCAD SHX Text Exist End Panel Bracket
AutoCAD SHX Text Exist Longitudinal Stringer (W18x46)
AutoCAD SHX Text Exist Longitudinal Stringer (W18x46)
AutoCAD SHX Text Exist End Panel Bracket
AutoCAD SHX Text Direction of Travel
AutoCAD SHX Text Direction of Travel
AutoCAD SHX Text Exist Interior Beam (W8x18)
AutoCAD SHX Text Exist Interior Beam (W6x20)
AutoCAD SHX Text Exist Interior Beam (W8x18)
AutoCAD SHX Text Exist Interior Beam (W6x20)
AutoCAD SHX Text Exist 5" Steel Orthotropic Deck, See Note 1
AutoCAD SHX Text Exist 5" Steel Orthotropic Deck, See Note 1
AutoCAD SHX Text Exist Shim 14
AutoCAD SHX Text Exist shim 14
AutoCAD SHX Text No Scale
AutoCAD SHX Text No Scale
AutoCAD SHX Text No Scale
AutoCAD SHX Text Exist Lateral Brace (L3x3x )14)
AutoCAD SHX Text Exist Longitudinal Stringer (W18x46)
AutoCAD SHX Text Exist Lateral Brace (L3x3x )14)
AutoCAD SHX Text Exist Angle Connector
AutoCAD SHX Text Exist Bolt (Tot 2)
AutoCAD SHX Text Weld Length
AutoCAD SHX Text Weld Repair Sequence: 1. Spot blast clean existing paint within 4" of Spot blast clean existing paint within 4" of weld repair location. 2. Grind away remaining weld residue from Grind away remaining weld residue from broken weld. 3. Install new weld per repair details. Install new weld per repair details. 4. Paint exposed steel and new weld per Paint exposed steel and new weld per specifications.
AutoCAD SHX Text Exist Bolt (Tot 2)
Exist Angle Connector
JOINT ARMOR REPAIR DETAILS
COUNTY OF SACRAMENTO
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
DETAIL E: PLAN - ABUTMENT 7
E ED D
DETAIL D: PLAN - PIER 6
SECTION E-ESECTION D-D
1/6/2026
AutoCAD SHX Text 12"±
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EARLIER REVISION DATES
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AutoCAD SHX Text FILE A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD Files\D233340a-u-dt02.dwg
AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson
AutoCAD SHX Text
DATE PLOTTED 1/6/2026 1:59:03 PM1/6/2026 1:59:03 PM
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TIME PLOTTED 1:59:03 PM1:59:03 PM
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DESIGN
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COMPARED
AutoCAD SHX Text 2868 PROSPECT PARK DRIVE, SUITE 250 RANCHO CORDOVA, CA 95670 P: 916.368.9181916.368.9181
AutoCAD SHX Text THE COUNTY OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
AutoCAD SHX Text Jared Wilson
AutoCAD SHX Text 93532
AutoCAD SHX Text 6/30/26
AutoCAD SHX Text Jared Wilson
AutoCAD SHX Text J. Wilson
AutoCAD SHX Text M. Edgar
AutoCAD SHX Text M. Edgar
AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text J. Wilson
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AutoCAD SHX Text
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D233340CA.02
AutoCAD SHX Text 24C0001
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SAC
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CR
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AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text T. Eaton
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BRIDGE NO.
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POST MILE
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REGISTERED CIVIL ENGINEER
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PLANS APPROVAL DATE
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AutoCAD SHX Text FILE A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD Files\D233340a-u-dt02.dwg
AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson
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DATE PLOTTED 1/6/2026 1:59:03 PM1/6/2026 1:59:03 PM
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TIME PLOTTED 1:59:03 PM1:59:03 PM
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DESIGN
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AutoCAD SHX Text 2868 PROSPECT PARK DRIVE, SUITE 250 RANCHO CORDOVA, CA 95670 P: 916.368.9181916.368.9181
AutoCAD SHX Text THE COUNTY OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
AutoCAD SHX Text No Scale
AutoCAD SHX Text Joint Armor Repair Sequence: 1. Remove curb as required to expose ends of 12"x " plate. Remove curb as required to expose ends of 12"x " plate. 12" plate. 2. Burn cut all countersunk rivets/plug welds and remove 12"x " plate. Burn cut all countersunk rivets/plug welds and remove 12"x " plate. 12" plate. 3. Grind underlying supporting angles smooth. Grind underlying supporting angles smooth. 4. Repair concrete spalls along both edges of joint opening. Repair concrete spalls along both edges of joint opening. 5. Clean joint, ensuring it is clear of any debris and obstructions. Clean joint, ensuring it is clear of any debris and obstructions. 6. Install new 12"x " structural steel plate in-kind by plug welding to Install new 12"x " structural steel plate in-kind by plug welding to 12" structural steel plate in-kind by plug welding to supporting angles, similar to original plate. Ensure plate is flush with surrounding roadway surface before welding, grinding underlying surface if necessary. 7. Replace curb over reinstalled 12"x " plate. Replace curb over reinstalled 12"x " plate. 12" plate.
AutoCAD SHX Text 12X 12
AutoCAD SHX Text Abutment 7 Concrete Backwall
AutoCAD SHX Text Plug Weld, Typ
AutoCAD SHX Text Exist Supporting Angle, Typ
AutoCAD SHX Text Face of Curb
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AutoCAD SHX Text Face of Curb
AutoCAD SHX Text Exist Floorbeam
AutoCAD SHX Text 12X 12
AutoCAD SHX Text Exist Supporting Angle
AutoCAD SHX Text 12X 12
AutoCAD SHX Text Exist Embedded Structural Section to Remain in Place
AutoCAD SHX Text 12X 12
AutoCAD SHX Text To Main Bascule Span
AutoCAD SHX Text To Freeport Blvd
AutoCAD SHX Text Notes: 1. Dimensions, component sizes, and steel sections Dimensions, component sizes, and steel sections labeled on this sheet are approximate. Components are to be replaced or replicated in-kind, so the contractor is to field verify pertinent components before manufacturing.
AutoCAD SHX Text No Scale
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AutoCAD SHX Text Exist Embedded Structural Section to Remain in Place
AutoCAD SHX Text Exist Supporting Angle, Typ
AutoCAD SHX Text Exist Supporting Angle, Typ
AutoCAD SHX Text 22'-0"±
22'-0"±
ROLLER & PIN REPAIR DETAILS
COUNTY OF SACRAMENTO
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
DETAIL F
F F
VIEW F-F
SECTION G-G SECTION H-H SECTION J-J SECTION K-K
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K K
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1/6/2026
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BRIDGE NO.
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DISREGARD PRINTS BEARING
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EARLIER REVISION DATES
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AutoCAD SHX Text FILE A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD Files\D233340a-u-dt03.dwg
AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson
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DATE PLOTTED 1/6/2026 1:59:10 PM1/6/2026 1:59:10 PM
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TIME PLOTTED 1:59:10 PM1:59:10 PM
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DESIGN
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QUANTITIES
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AutoCAD SHX Text 2868 PROSPECT PARK DRIVE, SUITE 250 RANCHO CORDOVA, CA 95670 P: 916.368.9181916.368.9181
AutoCAD SHX Text THE COUNTY OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
AutoCAD SHX Text Jared Wilson
AutoCAD SHX Text 93532
AutoCAD SHX Text 6/30/26
AutoCAD SHX Text Jared Wilson
AutoCAD SHX Text J. Wilson
AutoCAD SHX Text M. Edgar
AutoCAD SHX Text M. Edgar
AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text J. Wilson
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D233340CA.02
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SAC
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CR
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AutoCAD SHX Text J. Wilson
AutoCAD SHX Text J. Wilson
AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text T. Eaton
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BRIDGE NO.
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POST MILE
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ORIGINAL SCALE IN INCHES
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FOR REDUCED PLANS
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PROJECT ENGINEER
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DESIGN OVERSIGHT
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DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)
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DISREGARD PRINTS BEARING
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EARLIER REVISION DATES
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AutoCAD SHX Text FILE A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD Files\D233340a-u-dt03.dwg
AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson
AutoCAD SHX Text
DATE PLOTTED 1/6/2026 1:59:10 PM1/6/2026 1:59:10 PM
AutoCAD SHX Text
TIME PLOTTED 1:59:10 PM1:59:10 PM
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DESIGN
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DETAILS
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QUANTITIES
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BY
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CHECKED
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PLANS AND SPECS
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COMPARED
AutoCAD SHX Text 2868 PROSPECT PARK DRIVE, SUITE 250 RANCHO CORDOVA, CA 95670 P: 916.368.9181916.368.9181
AutoCAD SHX Text THE COUNTY OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
AutoCAD SHX Text No Scale
AutoCAD SHX Text Notes: 1. Dimensions, component sizes, and steel sections labeled on this sheet are approximate. Dimensions, component sizes, and steel sections labeled on this sheet are approximate. Components are to be replaced or replicated in-kind, so the contractor is to field verify pertinent components before manufacturing. 2. Adjust thickness of Proposed Steel Pin Support if needed to avoid conflict with Pin Guide in closed condition. Adjust thickness of Proposed Steel Pin Support if needed to avoid conflict with Pin Guide in closed condition. 3. Proposed steel pin support to be painted before installation.Proposed steel pin support to be painted before installation.
AutoCAD SHX Text Roller & Pin Repair Sequence: 1. Unpin the Retractable Rectangular Steel Pin and remove the pin from the track. Unpin the Retractable Rectangular Steel Pin and remove the pin from the track. 2. Remove and replace existing steel rollers in-kind. Two (2) at each edge of deck, Four (4) total. Remove and replace existing steel rollers in-kind. Two (2) at each edge of deck, Four (4) total. 3. With pin removed, install the additional steel pin support in-kind with the two existing supports. With pin removed, install the additional steel pin support in-kind with the two existing supports. One (1) at each edge of deck, Two (2) total. 4. Secure support to existing gusset plate by connecting back-to-back with existing support Secure support to existing gusset plate by connecting back-to-back with existing support using thru bolt, as shown in Section K-K. 5. Install the new rectangular steel pin in-kind, greasing the system as the pin is installed. Install the new rectangular steel pin in-kind, greasing the system as the pin is installed. 6. Reconnect the grease tubes that were disconnected.Reconnect the grease tubes that were disconnected.
AutoCAD SHX Text Rectangular Steel Pin, See View F-F
AutoCAD SHX Text Bascule Span
AutoCAD SHX Text Exist 5" Steel Orthotropic Deck, Typ
AutoCAD SHX Text 3"±
AutoCAD SHX Text Exist Gusset and Angles to Remain, Typ
AutoCAD SHX Text 5"Ø x 3" Steel Roller, Tot 2
AutoCAD SHX Text Bascule Span
AutoCAD SHX Text 3"x5"x3'-6" Retractable Rectangular Steel Pin (Closed Condition)
AutoCAD SHX Text Proposed Steel Pin Support, see Note 2
AutoCAD SHX Text Proposed HS Bolt, Tot 4
AutoCAD SHX Text Exterior Edge of Truss
AutoCAD SHX Text Exist Pin Support
AutoCAD SHX Text Note: Southern edge of deck Pin/Roller system shown, Northern system similar
AutoCAD SHX Text No Scale
AutoCAD SHX Text Exist Gusset and Angles to remain, Typ
AutoCAD SHX Text Grease supply tubes to remain
AutoCAD SHX Text Proposed Steel Pin Support, See Note 2
AutoCAD SHX Text Proposed HS Bolt, Tot 4 Continuous to Exist Pin Support on other side
AutoCAD SHX Text Grease supply tubes to remain
AutoCAD SHX Text Exist Gusset and Angles to remain, Typ
AutoCAD SHX Text 5"Ø x 3" Steel Roller, Tot 2
AutoCAD SHX Text Exist Pin Support to remain
AutoCAD SHX Text Proposed HS Bolt, Tot 4 Continuous to Exist Pin Support on other side
AutoCAD SHX Text Proposed Steel Pin Support, see Note 2
AutoCAD SHX Text No Scale
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AutoCAD SHX Text No Scale
Exist Pin Guide, see Note 2
| Sheets and Views |
| 1 Cover Sheet |
| 2 Detour Plan |
| 3 General Plan |
| 4 Weld Repair Details |
| 5 Joint Armor Repair Details |
| 6 Roller & Pin Repair Details |
File details come from the government source that posted it. Updated .