PDX 2026-514 (47) S6.105.pdf
PDF 214 KB Posted
- Solicitation number
- 146793
- Issued by
- Multnomah County, Oregon
About this file
This is a technical drawing specification document for Portland International Airport, prepared by the design team for the Terminal Upper Roadway Joint Replacement project (PDX 2026-514). The drawing details expansion joint repair and replacement specifications for the CD Terminal Upper Roadway at Portland International Airport in Portland, Oregon. The document provides detailed design specifications for two types of seismic joints at the dropoff roadway south transverse joint (Joint 5), including materials, dimensions, installation requirements, and safety precautions. Key specifications include removal of existing asphalt and joint materials, installation of non-shrink grout or Mix B, Emseal Wabocrete with cover plates, welded wire mesh (4x4xW2.9), Hilti HIS-N 5" threaded insert anchors epoxied into concrete at 18" on center, 5/8" diameter stainless steel countersunk machine bolts at 12" on center, and bolted steel plates fabricated in lengths between 4 feet and 6 feet minimum. The specifications emphasize critical safety requirements, including scanning existing slabs prior to drilling, locating anchors to avoid existing reinforcing, and preventing damage to the structural slab during work.
The drawing document contains technical detail sections with dimensions, materials, and installation notes presented in a scale noted as "N.T.S." (Not to Scale). The document was prepared by design firm staff including S. Thomas, J. De Boer, and C. Totten, with submission dated October 2026, and was digitally signed on June 30, 2026. The drawing references project information for Portland International Airport located at 111 SW Fifth Avenue, Suite 2600, Portland, Oregon 97204, with the design office address at 501 SE 14th Avenue, Suite 103, Portland, Oregon 97214.
View the file
Other files
Show 40 more
Latest 50 of 57 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
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
REMOVE (E) JOINT MATERIAL
AND COVER
V .I .F
JOINT V.I.F.
(E) 2"
SEISMIC
REMOVE ASPHALT AND
EXISTING JOINT MATERIAL
AS REQUIRED
(E) BOLTED STEEL
PLATE 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):
5/8" DIA. x4" SCREW ANCHOR
AT 12" O.C. 1" CLR. FROM TOP
OF CONCRETE
FOR MOVEMENT
1 1/4" REVEAL
A'
(E) CONCRETE PATCH
REMOVE AS REQUIRED.
DO NOT DAMAGE
STRUCTURAL SLAB
(E) GUTTER
TO REMAIN
V.I.F.
1 1/2" CLR.
#3 CONT. BAR TYP.
1/4" CHAMFER IN PLATE A'
WELDED WIRE
MESH 4x4xW2.9 TYP.
MIN.
4"
MIN.
3"
CL
JOINT
3" NOMINAL
MIN.
1 1/2"
MIN.
2"
MIN.
4"
HILTI HIS-N 5" THREADED
INSERT ANCHOR EPOXY
DOWELED INTO CONC.
AT 18" O.C.
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.
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
3"
NOMINAL
REMOVE (E) JOINT MATERIAL
AND COVER
V .I .F
JOINT V.I.F.
(E) 2"
SEISMIC
REMOVE ASPHALT AND
EXISTING JOINT MATERIAL
AS REQUIRED
(E) BOLTED STEEL
PLATE V.I.F.
NOTE(S):
5/8" DIA. x4" SCREW ANCHOR
AT 12" O.C. 1" CLR. FROM TOP
OF CONCRETE
FOR MOVEMENT
1 1/4" REVEAL
A'
(E) CONCRETE PATCH
REMOVE AS REQUIRED.
DO NOT DAMAGE
STRUCTURAL SLAB
(E) GUTTER
TO REMAIN
V.I.F.
1 1/2" CLR.
#3 CONT. BAR TYP.
1/4" CHAMFER IN PLATE A'
WELDED WIRE
MESH 4x4xW2.9 TYP.
MIN.
4"
MIN.
3"
MIN.
1 1/2"
MIN.
2"
4"
HILTI HIS-N 5" THREADED
INSERT ANCHOR EPOXY
DOWELED INTO CONC.
AT 18" O.C.
/4
/2
G R
A P
H
IC
S C
A L E
-F O
R R
E F
E R
E N
C E
O N
L Y d a rk g ra y b la c k lig h t g ra y
C A
N Y
O U
S E
E T
H E
A
IR
P L A
N E
S
T
H E
A D
J A
C E
N T
S A
M P
L E
S S
H O
W T
H R
E E
D
IF
F E
R E
N T
L E
V E
L S
O
F S
H A
D
IN
G S
E T
T
IN
G S
F O
R V
IE
W
IN
G
A N
D P
R
IN
T
IN
G D
R A
W
IN
G C
O N
T E
N T
A R
E O
P T
IM
IZ
E D
W
H E
N A
L L T
H R
E E
P L A
N E
S A
R E
V
IS
IB
L E
T
H
IS
G U
ID
A
N C
E I S
P R
O V
ID
E
D F
O R
R E
F E
R E
N C
E O
N L Y
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
A W
IN
G
S C
A L E
I S
R E
D U
C E
D
W H
E N
S H
E E
T S
IZ
E
I S x
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 - 6
1029702025D018
S. THOMAS
J. DE BOER
C. TOTTEN
OCTOBER 2026
S6.105
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.SCALE: N.T.S.
SEISMIC JOINT - DROPOFF ROADWAY SOUTH TRANSVERSE JOINT (JOINT 5)
SCALE: N.T.S.2
SEISMIC JOINT - DROPOFF ROADWAY - SOUTH TRANSVERSE JOINT (JOINT 5)
P ro gr es s P rin t
DIGITALLY SIGNED
06-30-26
| 2026-09-24T17:06:15-0700 | |
| Craig Totten |
File details come from the government source that posted it. Updated .