PDX 2026-514 (53) S6.121.pdf

PDF 154 KB Posted

Attached to
Portland International Airport Terminal Upper Roadway Joint Replacement
Solicitation number
146793
Issued by
Multnomah County, Oregon

About this file

This is a technical drawing document for the Portland International Airport's Terminal Upper Roadway Joint Replacement project (PDX 2026-514) prepared by the City of Portland, Oregon. The drawing details expansion joint specifications for seismic joint installations at the CD Terminal Upper Roadway, specifically showing two joint intersection types: a "T" intersection (Joint 30/31/32) and an "L" intersection (Joint 29/30). The technical specifications include cover plate details with reveal measurements for cover plate movement, EMSEAL WABORCRETE joint sealant below anchors, and perpendicular joint tie configurations as referenced in the project specifications. The drawing was prepared by design firm DLR Group (501 SE 14th Ave., Suite 103, Portland, OR 97214) and submitted by the City of Portland (111 SW Fifth Ave., Suite 2600, Portland, OR 97204) in October 2026, with a drawing date of September 24, 2026.

The drawing is a sheet detail (S6.121, Sheet 53 of the CD set) at a scale of 1 1/2" = 1'-0", prepared by S. Thomas de Boer and drawn by Jay Ostlund, with checking performed by C. Totten. This represents technical construction documentation for the roadway rehabilitation project and serves as part of the contract documents for bidders responding to the joint replacement work at Portland International Airport's terminal upper roadway. No specific pricing, award dates, contract terms, or bidding deadline information is contained within this technical drawing document.

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Text version

REVEAL FOR

COVER PLATE

MOVEMENT

EMSEAL

WABORCRETE

JOINT BELOW

ANCHORS FOR

COVER PLATE

TYP.

TIE PERP. JOINT

TOGETHER

SEE SPECIFICATIONS

C O

V E

R P

L A

T E

REVEAL FOR

COVER PLATE

MOVEMENT

COVER PLATE

REVEAL FOR

COVER PLATE

MOVEMENT

EMSEAL

WABORCRETE

JOINT BELOW

ANCHORS FOR

COVER PLATE

TYP.

TIE PERP. JOINT

TOGETHER

SEE SPECIFICATIONS

C O

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L A

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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

D R

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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

S6.121

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

SEISMIC JOINT - "T" INTERSECTION (JOINT 30/31/32)

SCALE: 1 1/2" = 1'-0"2

SEISMIC JOINT - "L" INTERSECTION (JOINT 29/30)

P ro gr es s P rin t

DIGITALLY SIGNED

06-30-26

2026-09-24T17:06:30-0700
Craig Totten

File details come from the government source that posted it. Updated .