PDX 2026-514 (17) S0.004.pdf

INSTILLATION OF EXPANSION JOINTS INCLUDING

ANCHORAGE

1705.1 X

VERIFY PROPER INSTILLATION OF

EXPANSION JOINTS PER

MANUFACTURERS INSTRUCTIONS.

ANCHORAGE TO BE INSPECTED AS

REQUIRED PER ANCHOR REQUIREMENTS

POST INSTALLED MECHANICAL ANCHORS AND

ADHESIVE ANCHORS (EXCLUDING CONDITIONS

NOTED ABOVE) IN HARDENED CONCRETE

X

POST INSTALLED ADHESIVE ANCHORS WITH

SUSTAINED TENSION LOADS INSTALLED

HORIZONTALLY OR AT AN UPWARD INCLINE IN

HARDENED CONCRETE ACI 318: 17.2.5

X

NOTE 8

SPECIAL CASES / PRE-ENGINEERED

STRUCTURES

1705.1.1 MBMA X X

REFER TO DEFERRED SUBMITTALS AND

FABRICATORS REQUIREMENTS

SUBMITTALS TO THE BUILDING OFFICIAL 1704.5 X

CERTIFICATES OF COMPLIANCE,

REPORTS OF PRE-CONSTRUCTION TESTS,

OR REPORTS OF MATERIAL PROPERTIES

SHALL BE SUBMITTED TO THE BUILDING

OFFICIAL.

DEFERRED SUBMITTALS X

SPECIAL INSPECTION REQUIREMENTS

FOR DEFERRED SUBMITTAL ITEMS,

INCLUDING REQUIREMENTS FOR

DESIGNATED SEISMIC SYSTEMS IN

ACCORDANCE WITH OSSC SECTION

1705.13.4 IF APPLICABLE, TO BE

SPECIFIED BY THE SYSTEM ENGINEER

AND INCLUDED WITH DEFERRED

SUBMITTAL DOCUMENTS.

FABRICATORS

1705.11 1704.2.5

SPECIAL INSPECTION IS REQUIRED FOR

STRUCTURAL LOAD-BEARING MEMBERS

AND ASSEMBLIES FABRICATED ON THE

PREMISES OF A FABRICATOR'S SHOP,

SPECIAL INSPECTIONS SHALL BE

PERFORMED DURING FABRICATION.

PERFORMING SPECIAL INSPECTIONS IS

NOT REQUIRED, WHERE FABRICATOR

HAS BEEN APPROVED AS AN APPROVED

FABRICATOR, PER SECTION 1704.2.5.1.

CONTINUOUS PERIODIC

SYSTEM OR MATERIAL

OSSC CODE

REFERENCE

CODE OR

STANDARD

REFERENCE

FREQUENCY (NOTE 6)

REMARKS

GENERAL - SPECIAL INSPECTIONS

REINFORCING STEEL MECHANICAL COUPLERS,

TERMINATORS AND FORMSAVERS

ICC

EVALUATION

REPORTS

X

EMBEDDED ITEMS IN CONCRETE X

ALL NON-STRUCTURAL EMBEDDED

ITEMS, SUCH AS CONDUITS, PIPES AND

SLEEVES, SHALL BE REVIEWED FOR

CONFORMANCE WITH STRUCTURAL

DOCUMENTS FOR SIZE, SPACING,

LOCATION, EDGE DISTANCE AND TRIM

REINFORCING.

VERIFICATION OF FORMWORK

ACI 318:

26.11.1.2(b), 26.13.3.3

X

SPECIAL INSPECTIONS APPLY TO SHAPE,

LOCATION AND DIMENSIONS OF THE

CONCRETE MEMBER BEING FORMED

CONCRETE CURING 1908.1

ACI 318: 26.5.3 -

26.5.5, 26.13.3.3 X

VERIFY MAINTENANCE OF SPECIFIED

CURING TEMPERATURES AND

TECHNIQUES

CONCRETE PLACEMENT, NON-SHRINK GROUT 1908

ACI 318: 26.5,

26.13.3.2(a)

X

CONCRETE SPECIMENS FOR TESTING

ASTM C172

ASTM C31

ACI 318: 26.5,

26.12

X

PRIOR TO CONCRETE PLACEMENT,

FABRICATE CONCRETE SPECIMENS FOR

TESTING. SEE THE CONCRETE TESTING

TABLE FOR ADDITIONAL INFORMATION.

VERIFYING USE OF REQUIRED MIX DESIGN(S)

1904.1 1904.2

ACI 318: CH. 19,

26.4.3, 26.4.4 X

INSPECT ANCHORS/BOLTS CAST IN CONCRETE -

ACI 318:

26.13.3.3(g) X X

ALL CAST-IN-PLACE ANCHORS/BOLTS

SHALL BE VISUALLY INSPECTED.

REFERENCE STEEL INSPECTIONS FOR

ADDITIONAL INSTALLATION, MATERIAL

AND WELDING INSPECTIONS OF STEEL

ITEMS EMBEDDED IN CONCRETE

(HEADED STUDS, DBA's, ETC.)

REINFORCING STEEL PLACEMENT 1901.5

ACI 318: CH. 20,

25.2, 25.3, 26.6.1-26.6.3, 26.13.3.3

X

REINFORCING TO COMPLY WITH ALL

CODE PROTECTION, SPACING AND

TOLERANCE LIMITS.

GENERAL

1705.3 1901.6

ACI 318: 26.13

SPECIAL INSPECTIONS OF CONCRETE

SHALL CONFORM TO THE

REQUIREMENTS OF SECTION 1705.3 OF

THE IBC AND SECTION 26.13 OF ACI 318.

CONTINUOUS PERIODIC

SYSTEM OR MATERIAL

OSSC CODE

REFERENCE

CODE OR

STANDARD

REFERENCE

FREQUENCY (NOTE 6)

REMARKS

CONCRETE - SPECIAL INSPECTIONS

DOCUMENT (D): INDICATES CONTRACTOR AND SPECIAL INSPECTOR TO PROVIDE DOCUMENTATION IN

ACCORDANCE WITH AISC 341.

RBS - REDUCED BEAM SECTION

MT - MAGNETIC PARTICLE TESTING

C.J.P. - COMPLETE JOINT PENETRATION

NDT - NON-DESTRUCTIVE TESTING

9 TESTING ABBREVIATIONS:

● SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS

STATING THAT THE ANCHORS WERE INSPECTED PER APPROVED ANCHOR EVALUATION REPORT.

● INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS.

8 SPECIAL INSPECTION OF MECHANICAL POST INSTALLED ANCHORS SHALL BE IN STRICT CONFORMANCE WITH THE ICC REPORT AND MANUFACTURER'S INSTALLATION REQUIREMENTS. ANCHOR INSTALLERS

SHALL BE QUALIFIED AS REQUIRED BY JURISDICTION REQUIREMENTS.

7 PERFORM INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE ITEM FOR TEN WELDS TO BE MADE BY A

GIVEN WELDER, WITH THE WELDER DEMONSTRATING UNDERSTANDING OF REQUIREMENTS AND

POSSESSION OF SKILLS AND TOOLS TO VERIFY THESE ITEMS, THE PERFORM DESIGNATION OF THIS TASK

SHALL BE REDUCED TO OBSERVE, AND THE WELDER SHALL PERFORM THIS TASK. SHOULD THE

INSPECTOR DETERMINE THAT THE WELDER HAS DISCONTINUED PERFORMANCE OF THIS TASK, THE TASK

SHALL BE RETURNED TO PERFORM UNTIL SUCH TIME AS THE INSPECTOR HAS RE-ESTABLISHED

ADEQUATE ASSURANCE THAT THE WELDER WILL PERFORM THE INSPECTION TASKS LISTED.

PERFORM : INSPECTIONS SHALL BE PERFORMED PRIOR TO THE FINAL ACCEPTANCE OF THE ITEM.

OBSERVE : OBSERVE THESE FUNCTIONS ON A RANDOM, DAILY BASIS. OPERATIONS NEED NOT BE

DELAYED PENDING OBSERVATIONS.

PERIODIC : THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR

IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK.

CONTINUOUS : THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN

APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING

PERFORMED.

6 INSPECTION TYPES:

5 QUALITY ASSURANCE (QA) IS REQUIRED FOR STRUCTURAL STEEL ITEMS PER AISC 360 AND 341 UNLESS SPECIFICALLY NOTED OTHERWISE. QUALITY CONTROL (QC) TO BE PROVIDED BY THE FABRICATOR, ERECTOR OR OTHER RESPONSIBLE CONTRACTOR AS APPLICABLE. CONTRACTOR AND SPECIAL

INSPECTOR TO DOCUMENT QUALITY CONTROL AS REQUIRED IN AISC 360 SECTION N3 AND AISC 341

SECTION J2.

4. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER, ARCHITECT, CONTRACTOR, AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL

INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION

DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN

CORRECTED.

3. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS.

2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF ASTM E329 (MATERIALS). THE INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE STRUCTURAL ENGINEER ARCHITECT A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE APPROVED BY THE BUILDING OFFICIAL. WELDING

INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1(1) OF AWS D1.1.

1. SPECIAL INSPECTIONS SHALL CONFORM TO SECTION 1705 OF THE 2022 OSSC, CONTRACT DOCUMENTS AND APPROVED SUBMITTALS. REFER TO SPECIAL INSPECTION AND TESTING TABLES FOR PROJECT

REQUIREMENTS.

STATEMENT OF SPECIAL INSPECTION NOTES:

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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 12:13:55 PM Autodesk Docs://10022500555 - PDX Roadway Rehab/PDX-102970-STR-Roadway.rvt

SPECIAL INSPECTIONS - 1

1029702025D018

S. THOMAS

J. DE BOER

C. TOTTEN

OCTOBER 2026

S0.004

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

P ro gr es s P rin t

DIGITALLY SIGNED

06-30-26