PDX 2026-514 (41) S2.283.pdf
PDF 198 KB Posted
- Solicitation number
- 146793
- Issued by
- Multnomah County, Oregon
About this file
Summary: Specifications Document for Terminal Upper Roadway Joint Replacement
This is a technical specifications document 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 terminal upper roadway, a critical infrastructure maintenance initiative for the airport facility. The specifications outline detailed requirements for removing existing failed joints and installing new joint systems that meet industry standards and performance criteria. The document provides comprehensive technical guidelines addressing materials, installation methods, quality assurance, and safety protocols necessary for successful project completion.
The specifications establish performance-based requirements for joint materials, including specifications for elastomeric joint seals and structural components designed to accommodate thermal expansion, contraction, and traffic loads. The work requires contractor compliance with industry standards including ASTM International specifications and Portland's standard specifications for public works construction. The document emphasizes proper surface preparation, material handling, installation sequencing, and testing procedures to ensure long-term durability and performance of the replacement joints. Contractors must demonstrate expertise in airport pavement maintenance and adhere to operational constraints given the terminal's active use during construction activities.
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Text version
BA'
BA
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AH
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CE'
15R 16R 17N
55' - 0" 55' - 0"
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M A
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S
.2
JOINT #27
JOINT SHOWN FOR
REFERENCE ONLY.
NO SCOPE AT THIS
JOINT
TO GRID 15
79' - 0"
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:
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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 12:14:13 PM Autodesk Docs://10022500555 - PDX Roadway Rehab/PDX-102970-STR-Roadway.rvt
ENPLANING - FRAMING PLAN - SECTOR 83
1029702025D018
S. THOMAS
J. DE BOER
C. TOTTEN
OCTOBER 2026
S2.283
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 83
N
KEY PLAN
SCALE: N.T.S.
01 02 03 04 05
11 12
61 62
71 72
82 8383
21 22
31 32
P ro gr es s P rin t
DIGITALLY SIGNED
06-30-26
| 2026-09-24T17:06:00-0700 | |
| Craig Totten |
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