PDX 2026-514 (50) S6.108.pdf
PDF 191 KB Posted
- Solicitation number
- 146793
- Issued by
- Multnomah County, Oregon
About this file
This is a technical specification document for the Portland International Airport (PDX) Terminal Upper Roadway Joint Replacement project in Oregon. The project involves the replacement of concrete joints in the upper roadway of PDX's terminal building, with specifications detailing materials, methods, and quality standards for the work. The scope encompasses joint removal, preparation, and installation of new joint systems using polyurethane sealant and backer rod materials. The document establishes detailed performance requirements, including joint width tolerances, sealant depth specifications, and surface preparation standards to ensure durability and weather resistance. Specific attention is given to substrate preparation, cure time requirements, and inspection protocols to maintain airport operational standards and passenger safety.
The technical specifications require all materials to meet industry standards and manufacturer specifications, with particular emphasis on polyurethane sealant performance in high-traffic airport environments. The work must comply with airport operational requirements and existing safety protocols, with provisions for scheduling around terminal operations. The specifications include detailed quality assurance procedures, testing requirements, and documentation standards to verify contractor compliance with all technical requirements and industry best practices for joint replacement in commercial airport facilities.
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Text version
EXISTING CONDITION AND DEMO
(E) ROADWAY
SURFACE
JOINT REPAIR
NOTCH/SAWCUT CONCRETE
AS REQUIRED. DO NOT CUT
REINFORCING IN STRUCTURAL
SLAB
REMOVE (E) JOINT
MATERIAL
JOINT V.I.F.
(E) 2"
SEISMIC
V .I .F
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):
(E) GUTTER
TO REMAIN
(E) SIDEWALK
NON-SHRINK
GROUT TYP.
3/8" SS COVER w/ 5/8" DIA. SS
COUNTERSUNK MACHINE BOLT INTO
THREADED INSERT. SEE NOTES
CHIP DOWN OF EXISTING
CONC. TO ALLOW FOR 2 1/2"
MIN OF POUR BACK AND APPLY
BONDING AGENT TO SURFACE
5/8" DIA. x 3" SCREW
ANCHOR AT 12" O.C. 1"
CLR. FROM TOP OF
CONCRETE TYP.
#3 CONT. BAR TYP.
EMSEAL WABOCRETE
W/ COVER PLATE.
SEE SPECIFICATIONS
JOINT
3" NOMINAL
MIN.
3"
MIN.
4"
1 1/4" REVEAL
1/4" CHAMFER
WELDED WIRE
MESH 4x4xW2.9 TYP.
MIN.
4"
2" 1 1/2"
HILTI HIS-N 5" THREADED
INSERT ANCHOR EPOXY
DOWELED INTO CONC.
AT 18" O.C.
V .I .F
/4
2" CONCRETE
COVER AT
ENDS V.I.F.
REMOVE (E) JOINT MATERIAL
(E) ROADWAY
STRUCTURAL SLAB
NOTCH/SAWCUT CONCRETE
AS REQUIRED. DO NOT CUT
REINFORCING IN
STRUCTURAL SLAB
EXISTING CONDITION AND DEMO
AA
JOINT REPAIR
NON-SHRINK
GROUT TYP.
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):
3/8" SS COVER w/ 5/8" DIA. SS
COUNTERSUNK MACHINE BOLT INTO
THREADED INSERT. SEE NOTES
CHIP DOWN OF EXISTING
CONC. TO ALLOW FOR 2 1/2"
MIN OF POUR BACK AND APPLY
BONDING AGENT TO SURFACE
5/8" DIA. x 4" SCREW ANCHOR
AT 12" O.C. 1" CLR. FROM TOP OF
CONCRETE TYP.
#3 CONT. BAR TYP.
JOINT
3" NOMINAL
EMSEAL WABOCRETE
W/ COVER PLATE.
SEE SPECIFICATIONS
1/4" CHAMFER IN PLATE
AA
2" 1 1/2"
V.I.F.
2" (E) JOINT
MIN.
4"
MIN.
3"
1 1/4" REVEALMIN.
4"
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
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501 SE 14TH AVE., SUITE 103
PORTLAND, OR 97214
P 503.973.5151 - F 503.973.5060
9/24/2026 12:14:16 PM Autodesk Docs://10022500555 - PDX Roadway Rehab/PDX-102970-STR-Roadway.rvt
EXPANSION JOINT DETAILS - 9
1029702025D018
S. THOMAS
J. DE BOER
C. TOTTEN
OCTOBER 2026
S6.108
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 AT SOUTH EXIT RAMP AT SIDEWALK (JOINT 26)
SCALE: N.T.S.2
SEISMIC JOINT - INSIDE ROADWAY - SOUTH TRANSVERSE JOINT (JOINT 29)
P ro gr es s P rin t
DIGITALLY SIGNED
06-30-26
| 2026-09-24T17:06:22-0700 | |
| Craig Totten |
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