PDX 2026-514 (54) S6.122.pdf
PDF 173 KB Posted
- Solicitation number
- 146793
- Issued by
- Multnomah County, Oregon
About this file
This is a technical drawing sheet for expansion joint details related to the Portland International Airport Terminal Upper Roadway Joint Replacement project in Portland, Oregon. The document, designated as Sheet S6.122, provides detailed specifications and visual representations for the installation and replacement of expansion joints at the airport's upper roadway. The drawing illustrates joint configurations at multiple locations including sidewalk joints, roadway joints, and connections to existing structural elements such as concrete slabs and metal decks. The specifications detail the use of 16-gauge cover plates extending a minimum of 4 inches past joint openings, concrete screw anchors at specific spacing intervals, and the removal of existing vertical portions of expansion joints as required. Reference is made to additional specification sheets (S0.050, S6.105, and S6.106) for comprehensive installation requirements and manufacturer specifications.
The drawing was prepared by the design team including S. Thomas J. De Boer and C. Totten, with final approval in October 2026. The document is presented at a scale of 1½ inches equals 1 foot and includes a graphic scale for reference purposes. The drawing was digitally signed on June 30, 2026, and generated from Autodesk documentation systems related to the PDX Roadway Rehabilitation project. The project is associated with Portland International Airport, located at 111 SW Fifth Ave., Suite 2600, Portland, Oregon, and involves coordination with the design and construction teams responsible for the terminal upper roadway rehabilitation efforts.
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Text version
(E) SIDEWALK (2) 1/4"x2" CONC. SCREW ANCHORS
AT 3" VERT. SPACING. MIN. 3" CLR.
OF EDGE OF SLAB (SOUTH SIDE ONLY)
(E) ROADWAY ASPHALT
(E) 6" STRUCTURAL
SLAB (BEHIND)
(E) CONC. OVER
METAL DECK (BEYOND)
16 GA. COVER PLATE OVER JOINT
EXTEND 4" MIN. PAST JOINT
OPENING
BEHIND/BEYOND JOINT
AT JOINT
16 GA. COVER PLATE OVER JOINT
EXTEND 4" MIN. PAST JOINT
OPENING(E) COVER PLATE
AT SIDEWALK JOINT
DEMO VERTICAL PORTION
OF (E) EXPANSION JOINT
AS REQ'D. TO INSTALL
NEW JOINT
SEE S0.050
HOLD BACK PLATE
FOR REQ'D. JOINT MOVEMENT
(E) SIDEWALK JOINT
FACE OF CONC. BEYOND/BEHIND
S6.106
COVER PLATE
EXPANSION JOINT
AT ROADWAY
BOT. OF STRUCTURAL
SLAB BEYOND/BEHIND
CONNECT NEW TO (E) JOINT PER
MANUFACTURERS REQ'D.
SEE SPECIFICATIONS
S6.106
S6.105
SIM.
(E) ROADWAY BEAM
/4
/2
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DESIGN NUMBER PROJECT NUMBER
DRAWING SCALE IS REDUCED 50% WHEN SHEET SIZE IS 11" x 17".
NO. DATENO. DATE BY REVISIONS APP REVISIONS APPBY
DISC. SHT. NO.
DESIGN BY
DRAWN BY
CHECKED BY
DATE
SHEET NO.
SUBMITTED BY
DRAWING NO.
TYPE:
IF ELECTRONIC SIGNATURE IS BROKEN OR MISSING - THIS IS NOT A LEGAL DRAWING
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501 SE 14TH AVE., SUITE 103
PORTLAND, OR 97214
P 503.973.5151 - F 503.973.5060
9/24/2026 12:14:17 PM Autodesk Docs://10022500555 - PDX Roadway Rehab/PDX-102970-STR-Roadway.rvt
EXPANSION JOINT DETAILS - 12
1029702025D018
S. THOMAS
J. DE BOER
C. TOTTEN
OCTOBER 2026
S6.122
JAY OSTLUND
PDX 2026-514
CD
TERMINAL UPPER ROADWAY JOINT REPLACEMENT
PORTLAND INTERNATIONAL AIRPORT
111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O 503.227.3251 - F 503.227.7980
SCALE: 1 1/2" = 1'-0"1
JOINT TIE IN AT CURB
P ro gr es s P rin t
DIGITALLY SIGNED
06-30-26
| 2026-09-24T17:06:32-0700 | |
| Craig Totten |
File details come from the government source that posted it. Updated .