PDX 2026-514 (45) S6.103.pdf
PDF 216 KB Posted
- Solicitation number
- 146793
- Issued by
- Multnomah County, Oregon
About this file
Summary
This is a technical drawing document related to 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 repair specifications for the CD Terminal upper roadway, specifically addressing seismic joints at the dropoff roadway north and south transverse joints (Joints 32 and 28). The technical specifications include requirements for existing condition assessment and demolition of roadway asphalt surfaces, removal of existing joint material, installation of non-shrink grout or Mix B, placement of stainless steel cover plates with machine bolts into threaded inserts, and application of Emseal Wabocrete with cover plates. The work involves chipping down existing concrete to allow for minimum 2.5 inches of pour back, application of bonding agents, 4-inch nominal notch/sawcut concrete work, installation of continuous #3 reinforcement bars, welded wire mesh (4x4xW2.9), and epoxy-doweled threaded insert anchors at 18-inch on-center spacing. Critical notes emphasize scanning existing slabs prior to drilling and cutting, locating anchors to avoid existing reinforcing steel, and prohibiting cutting or damage to reinforcement bars in the structural slab.
The drawing was prepared in October 2026 with a reduced scale (50 percent when sheet size is 11" x 17") and includes detailed dimensions and specifications for cover plate fabrication ranging from 4 feet to 6 feet in minimum and maximum lengths. The document includes revision control sections and was digitally signed on June 30, 2026, by Craig Totten. The project appears to be in the design phase, with technical specifications provided to guide bidders and contractors on the precise construction methods and material requirements for completing the joint replacement work at Portland International Airport.
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Text version
EXISTING CONDITION AND DEMO
(E) ROADWAY ASPHALT
SURFACE
JOINT REPAIR
(E) ROADWAY
ASPHALT
SURFACE
NON-SHRINK
GROUT OR MIX B
TYP.
3/8" SS COVER W/ 5/8" DIA.
SS COUNTERSUNK
MACHINE BOLT INTO
THREADED INSERT.
SEE NOTES
EMSEAL WABOCRETE
W/ COVER PLATE.
SEE SPECIFICATIONS
CHIP DOWN OF EXISTING
CONC. TO ALLOW FOR 2 1/2"
MIN OF POUR BACK AND APPLY
BONDING AGENT TO SURFACE
JOINT
4"
NOMINAL
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
/4
5/8" x 4" SCREW ANCHOR
AT 12" O.C. 1" CLR. FROM TOP
OF CONCRETE
CONT. #3 BAR 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):
U
2" CONCRETE COVER
AT ENDS V.I.F.
U
1 1/4" REVEAL
1 1/2"
2"
MIN.
4"
MIN.
3"
WELDED WIRE MESH 4x4xW2.9
TYP.
1/4" CHAMFER IN PLATE
MIN.
4"
HILTI HIS-N 5" THREADED
INSERT ANCHOR EPOXY
DOWELED INTO CONC.
AT 18" O.C.
EXISTING CONDITION AND DEMO
(E) ROADWAY
ASPHALT
SURFACE
REMOVE (E) JOINT
MATERIAL
V .I .F
/4
V .I .F
AA
JOINT V.I.F.
(E) 2"
SEISMIC
2" CONCRETE
COVER AT
ENDS V.I.F.
AA
JOINT REPAIR
PATCH ASPHALT
SURFACE AS
REQUIRED.
NON-SHRINK GROUT
OR MIX B TYP.
3/8" SS COVER W/ 5/8" DIA. SS
COUNTERSUNK MACHINE
BOLT INTO THREADED
INSERT. SEE NOTES
EMSEAL WABOCRETE
W/ COVER PLATE.
SEE SPECIFICATIONS
CHIP DOWN OF EXISTING
CONC. TO ALLOW FOR 2 1/2"
MIN OF POUR BACK AND APPLY
BONDING AGENT TO SURFACE
JOINT
4"
NOMINAL
CONT. #3 BAR 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):
V.I.F.
1' - 8 1/2"
V.I.F.
9"
(E) GUTTER
WELDED WIRE
MESH 4x4xW2.9
TYP.
1/4" CHAMFER IN PLATE
C L
R V
.I .F
/2
C L
R V
.I .F
/2
/2
MIN.
2"
2"
7/8" CONT. SS PL
5/8" DIA. x4" SCREW ANCHOR
AT 12" O.C. 1" CLR. FROM TOP
OF CONCRETE
MIN.
3"
MIN.
4"
1 1/4" REVEAL
MIN.
2"
MIN.
1 1/2"
CLEAN AND REPAIR
GUTTER
SEE SPECIFICATIONS
3/4" DIA. x5"
SCREW ANCHOR
AT 8" O.C.
MIN.
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 12:14:14 PM Autodesk Docs://10022500555 - PDX Roadway Rehab/PDX-102970-STR-Roadway.rvt
EXPANSION JOINT DETAILS - 4
1029702025D018
S. THOMAS
J. DE BOER
C. TOTTEN
OCTOBER 2026
S6.103
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 - NORTH TRANSVERSE JOINT (JOINT 32)
SCALE: N.T.S.2
SEISMIC JOINT - DROPOFF ROADWAY - SOUTH TRANSVERSE JOINT (JOINT 28)
P ro gr es s P rin t
DIGITALLY SIGNED
06-30-26
| 2026-09-24T17:06:10-0700 | |
| Craig Totten |
File details come from the government source that posted it. Updated .