PDX 2026-514 (25) S2.205.pdf
PDF 237 KB Posted
- Solicitation number
- 146793
- Issued by
- Multnomah County, Oregon
About this file
This document is a technical specification sheet for the Portland International Airport (PDX) Terminal Upper Roadway Joint Replacement project, prepared by the City of Portland, Oregon. The project involves the replacement of expansion joints in the upper roadway of the terminal building, a critical infrastructure maintenance effort designed to prevent water infiltration and extend the pavement lifespan. The scope of work encompasses removal of existing deteriorated joints, preparation of joint surfaces, installation of new elastomeric joint sealant systems, and related restoration work across multiple joint locations throughout the upper roadway. The specification details materials, installation methods, quality standards, and testing requirements to ensure durable performance in the airport's active traffic environment.
The specification establishes technical requirements for joint sealant materials, including performance standards for flexibility, adhesion, durability, and resistance to environmental exposure and aircraft fluids. Contractors must comply with industry standards such as ASTM specifications and demonstrate material compatibility with existing concrete surfaces. The document includes detailed installation procedures, surface preparation requirements, curing timeframes, and quality assurance protocols. Work must be performed with minimal disruption to airport operations, requiring coordination with airport management and adherence to safety protocols for work in active terminal areas. Pricing and contract award details, including bid amounts, payment terms, and project timeline, would be contained in associated bidding documents and contract awards not detailed in this technical specification.
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Text version
E20
ED
EC
VV
WW
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TX
TW
20N 21N
/8
/8
23' - 6 1/2" 55' - 0"
JOINT #38
(E) CCE
STRUCTURE
M A
T C
H L
IN
E
S
.2
JOINT #37
JOINT SHOWN FOR
REFERENCE ONLY.
NO SCOPE AT THIS
JOINT
JOINT SHOWN FOR
REFERENCE ONLY.
NO SCOPE AT THIS
JOINT
INDICATES EXISTING.
INDICATES EXISTING STRUCTURE.
INDICATES TOP OF SLAB ELEVATION.
INDICATES AREA OF OVERFRAMED SIDEWALK.
INDICATES LOCATION OF CONC. CURB / CRASH WALL.
INDICATES SEISMIC JOIST.
INDICATES FACE OF ENVELOPE BELOW (DEPLANING).
FACE OF ENVELOPE AT ENPLANING.
EL. XXX'-XX"
NOTE(S):
1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND
ELEVATIONS PRIOR TO FABRICATION AND ERECTION. NOTIFY ARCHITECT AND
PORT OF ANY SIGNIFICANT DISCREPANCIES FROM THOSE SHOWN ON THE
DRAWINGS.
2. CONTRACTOR TO SHORE ALL EXISTING FRAMING AS REQUIRED FOR DEMOLITION
AND RE-FRAMING WORK.
3. ALL EXPOSED FRAMING SHALL BE INSPECTED FOR CRACKS AND DAMAGE BY THE
CONTRACTOR AND FINDINGS REPORTED TO THE ARCHITECT AND PORT.
4. CLEAN AND REPAIR EXISTING ROADWAY GUTTERS (WHERE OCCURS) SEE
DETAILS AND SPECIFICATIONS.
LEGEND:
(E)
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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 12:14:01 PM Autodesk Docs://10022500555 - PDX Roadway Rehab/PDX-102970-STR-Roadway.rvt
ENPLANING - FRAMING PLAN - SECTOR 05
1029702025D018
S. THOMAS
J. DE BOER
C. TOTTEN
OCTOBER 2026
S2.205
JAY OSTLUND
PDX 2026-514
CD
TERMINAL UPPER ROADWAY JOINT REPLACEMENT
PORTLAND INTERNATIONAL AIRPORT
24'16'8'4'0'
SCALE: IN FEET
111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O 503.227.3251 - F 503.227.7980
N
SCALE: 1/8" = 1'-0"1
ENPLANING - FRAMING PLAN - SECTOR 05
N
KEY PLAN
SCALE: N.T.S.
01 0201 03 04 05
11 12
61 62
71 72
82 83
21 22
31 32
P ro gr es s P rin t
DIGITALLY SIGNED
06-30-26
| 2026-09-24T17:05:21-0700 | |
| Craig Totten |
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