PDX 2026-5 (16) C3.04.pdf
PDF 274 KB Posted
- Attached to
- Portland International Airport Taxiway K West Gates E3 to E6 and Vehicle Service Road Rehabilitation
- Solicitation number
- 146992
- Issued by
- Multnomah County, Oregon
About this file
This is a pavement details drawing for the Portland International Airport Taxiway K West Gates E3 to E6 and Vehicle Service Road Rehabilitation project in Oregon. The document, prepared by the design team and dated October 2026, provides technical specifications and construction details for asphalt pavement replacement and rehabilitation work. The drawing illustrates four detailed construction sections showing new P-401 asphalt surface courses, tack coat applications (P-603), joint sealing specifications, and full-depth pavement replacement procedures. Key construction notes specify that the top lift of AC pavement surface must be paved in one continuous lift and that existing pavement to remain must be protected throughout the project. The design includes transitions between new asphalt pavement and existing pavement surfaces, PCC to asphalt joint details, and silicone joint seal specifications at taxiway edges and shoulders.
The drawing incorporates ASTM 6690 hot-applied joint seal standards (P-605) for pavement joints and specifies depth variations for saw-cut edges where new asphalt meets existing in-situ materials. The technical specifications and detail sections are presented at various scales and are identified as non-to-scale reference drawings for construction implementation. The document was prepared by Chris Edwards and B. Nielsen under the supervision of registered professional engineer Brent Daniel Nielsen (Oregon PE #82697, expiration 12/31/2026) and submitted for the October 2026 project phase, indicating this represents design documentation for a significant airport infrastructure rehabilitation effort.
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Text version
5'
NEW P-401 ASPHALT SURFACE
SEE NOTE 1
P-603 TACK COAT
(ALL EXISTING PAVEMENT
SURFACES)
EXISTING APRON ASPHALT
2'
NEW P-401 ASPHALT SURFACE
EXISTING SHOULDER
PAVEMENT
SEE NOTE 1
P-603 TACK COAT
(ALL EXISTING PAVEMENT
SURFACES)
AC TRANSITION AT SHOULDER
AC TRANSITION AT APRON
SILICONE JOINT SEAL,
SEE DETAIL
EXISTING PCCP
ASPHALT
PAVEMENT3
C3.03 1/2"
3/
8"
AC PAVEMENT
SEAL 3/8"
BELOW GRADE
ASTM 6690 HOT
APPLIED JOINT SEAL
(P-605)
EXISTING
PCC PAVEMENT
SAWCUT JOINT IN
NEW ASPHALT PAVING
TIE INTO
EXISTING
REMOVE
PAVEMENT
EXISTING
TRANSVERSE OR
LONGITUDINAL
PAVEMENT JOINT
TAXIWAY
FULL DEPTH
REPLACEMENT
2'2'
3"
3"
D
EP
TH
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S
SAW CUT EDGEEXISTING
ASPHALT
EXISTING IN-SITU
MATERIALS
P-401 AC
SURFACE COURSE
12/11/2024
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lig ht da rk gr ay bl ac k
DESIGN NUMBER PROJECT NUMBER
2"
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gr ay
10:23:50 AM EBERTP R:\Aviation\PDX\2026\0005 - Taxiway K West E3-E6 and VSR Rehab\SHEETS - CIVIL\pavement details.dwg
DISC. SHT. NO.
DRAWING SCALE IS REDUCED 50% WHEN SHEET SIZE IS 11" x 17"
DESIGN BY
DRAWN BY
CHECKED BY
DATE
SHEET NO.
SUBMITTED BY
DRAWING NO.
TYPE:
1/
4" 1/
2" 1"
1/
4" 1/
2" 1"
DATE BY REVISION APPDATE BY REVISION APP ##
IF ELECTRONIC SIGNATURE IS BROKEN OR MISSING - THIS IS NOT A LEGAL DRAWING
PORTLAND INTERNATIONAL AIRPORT
TAXIWAY K WEST GATES E3 TO E6 & VEHICLE SERVICE ROAD REHABILITATION
PAVEMENT DETAILS 2
CHRIS EDWARDS
B. NIELSEN
P. EBERT
B. NIELSEN
OCT 2026
16 CD
PDX 2026-5 C3.042025D033 103134
NOTES:
1. PAVE TOP LIFT OF AC PAVEMENT SURFACE IN ONE CONTINUOUS LIFT.
2. PROTECT EXISTING PAVEMENT TO REMAIN.
SCALE:
NEW AC PAVEMENT TO EXISTING PAVEMENT TRANSITION
N.T.S.1 SCALE:
PCC TO AC PAVEMENT JOINT
N.T.S.2 SCALE:
PCC TO AC PAVEMENT JOINT SEAL DETAIL
N.T.S.3
SCALE:
FULL DEPTH AC TRANSITION TO EXISTING
PAVEMENT - TAXIWAY K
N.T.S.4
JUNE 2 , 2 0 10BRENT DA NIEL NIELSEN
EXP: 12/31/2026
ENGINEER
RE
GIS
TERED PROFESSIONAL
OREGON
82697PE
| 2026-09-30T11:10:07-0700 | |
| Brent Nielsen | |
| I am the author of this document. |
File details come from the government source that posted it. Updated .