PDX 2026-514 (46) S6.104.pdf
PDF 223 KB Posted
- Solicitation number
- 146793
- Issued by
- Multnomah County, Oregon
About this file
Summary of PDX 2026-514 (46) S6.104
This document is a specification sheet prepared by Portland International Airport (PDX) for the Terminal Upper Roadway Joint Replacement project in Oregon. The project involves the replacement of expansion joints in the upper roadway at the terminal, which is a critical infrastructure maintenance effort for the airport's traffic and drainage systems. The specification details the technical requirements for removing existing joint material and installing new joint assemblies across the designated roadway sections. The document establishes the scope of work parameters, material specifications, and performance standards that contractors must meet. Specific response dates, bid deadlines, site visits, pre-bid conferences, and contract award dates are referenced within the procurement documents associated with this project opportunity.
The specification outlines detailed requirements for joint materials, installation procedures, and quality assurance standards to ensure proper functionality and durability of the roadway expansion joints. Pricing terms, set-aside provisions, and funding sources are determined through Portland International Airport's standard procurement processes. The specification serves as a binding technical document within the overall contract package and establishes the baseline for contractor evaluation and project performance metrics.
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Text version
WATERPROOFING MEMBRANE
(E) ROADWAY ASPHALT
SURFACE
(E) TERMINAL
STRUCTURE
GIRDER
REMOVE ASPHALT
AND EXISTING
JOINT MATERIAL
AS REQUIRED
REMOVE (E) JOINT MATERIAL
JOINT V.I.F.
(E) 2"
SEISMIC
EXISTING CONDITION AND DEMO
5/8" DIA. x 4" SCREW ANCHOR
AT 12" O.C. 1" CLR. FROM TOP
OF CONCRETE TYP.
NON-SHRINK
GROUT OR
MIX B TYP.
3/8" SS COVER w/ 5/8" DIA. SS
COUNTERSUNK MACHINE BOLT
INTO THREADED INSERT.
SEE NOTES
PATCH (E) ASPHALT AS
REQUIRED SEE CIVIL
JOINT REPAIR
EMSEAL WABOCRETE W/ COVER
PLATE. SEE SPECIFICATIONS
CONT. #3 BAR
TYP.
CHIP DOWN OF EXISTING CONC.
TO ALLOW FOR 3" MIN OF POUR
BACK AND APPLY BONDING
AGENT TO SURFACE
1. SCAN (E) SLAB PRIOR TO DRILLING AND CUTTING
2. LOCATE ANCHORS TO AVOID (E) REINFORCING.
3. DO NOT CUT OR DAMAGE BAR IN (E) STRUCTURAL SLAB.
4. COVER PLATE TO BE FABRICATED IN LENGTHS OF 4'-0"
MIN., 6'-0" MAX. PLATES SHOULD BE EQUAL LENGTH.
NOTE(S):
REMOVE PLATE
AND GROUT BED
AS REQUIRED
(E) WF BEAM TYP.
WELDED WIRE
MESH 4x4xW2.9 TYP.
5" V.I.F.
MIN.
6"
JOINT
4" NOMINAL
MIN.
1 1/2"
MIN.
2"
1 1/4" REVEAL
MIN.
4"
40 DEG.
MAX.
(E) 6" CONC.
V.I.F.
V .I .F
/4
V .I .F
MIN.
4"
#3 BAR W/ STD.
HOOK AT EACH
END AT 16" O.C.
HILTI HIS-N 5" THREADED
INSERT ANCHOR EPOXY
DOWELED INTO CONC.
AT 18" O.C.
WATERPROOFING
MEMBRANE
(E) TERMINAL
STRUCTURE
GIRDER
REMOVE (E) JOINT
MATERIAL
JOINT V.I.F.
(E) 2"
SEISMIC
EXISTING CONDITION AND DEMO
5/8" DIA. x 4" SCREW ANCHOR
AT 12" O.C. 1" CLR. FROM TOP
OF CONCRETE TYP.
NON-SHRINK
GROUT OR
MIX B TYP.
3/8" SS COVER w/ 5/8" DIA. SS
COUNTERSUNK MACHINE BOLT
INTO THREADED INSERT.
SEE NOTES
JOINT REPAIR
EMSEAL WABOCRETE W/ COVER
PLATE. SEE SPECIFICATIONS
CONT. #3 BAR
TYP.
CHIP DOWN OF EXISTING CONC.
TO ALLOW FOR 3" MIN OF POUR
BACK AND APPLY BONDING
AGENT TO SURFACE
1. SCAN (E) SLAB PRIOR TO DRILLING AND CUTTING
2. LOCATE ANCHORS TO AVOID (E) REINFORCING.
3. DO NOT CUT OR DAMAGE BAR IN (E) STRUCTURAL SLAB.
4. COVER PLATE TO BE FABRICATED IN LENGTHS OF 4'-0"
MIN., 6'-0" MAX. PLATES SHOULD BE EQUAL LENGTH.
NOTE(S):
JOINT
4" NOMINAL
REMOVE PLATE
AND GROUT BED
AS REQUIRED
(E) WF BEAM TYP.
WELDED WIRE
MESH 4x4xW2.9 TYP.
MIN.
1 1/2"
MIN.
2"
1 1/4" REVEAL
MIN.
4"
5" V.I.F.
40 DEG.
MAX.
(E) 6" SLAB
V.I.F.
V .I .F
C U
R B
V
A R
IE
S
E
L E
V A
T E
D W
A L
K W
A Y
MIN.
6"
MIN.
4"
/2
2"
#3 BAR DOWEL AND
EPOXY INTO (E) CURB
AT 16" O.C. MIN. 4"
EMBED.
HILTI HIS-N 5" THREADED
INSERT ANCHOR EPOXY
DOWELED INTO CONC.
AT 18" O.C.
/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
D R
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IN
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501 SE 14TH AVE., SUITE 103
PORTLAND, OR 97214
P 503.973.5151 - F 503.973.5060
9/24/2026 12:14:15 PM Autodesk Docs://10022500555 - PDX Roadway Rehab/PDX-102970-STR-Roadway.rvt
EXPANSION JOINT DETAILS - 5
1029702025D018
S. THOMAS
J. DE BOER
C. TOTTEN
OCTOBER 2026
S6.104
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: N.T.S.1
SEISMIC JOINT - DROPOFF ROADWAY - LONG. JOINT (JOINT 30)
SCALE: N.T.S.2
SEISMIC JOINT - DROPOFF ROADWAY AT WALKWAY - LONG. JOINT (JOINT 30)
P ro gr es s P rin t
DIGITALLY SIGNED
06-30-26
| 2026-09-24T17:06:12-0700 | |
| Craig Totten |
File details come from the government source that posted it. Updated .