QAQCIA presentation - Clark County Public Works

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Transcript QAQCIA presentation - Clark County Public Works

CLARK COUNTY
DEPARTMENT PUBLIC
WORKS
Construction Management
QUALITY PROGRAM
QUALITY CONTROL
QUALITY ASSURANCE
INDEPENDENT ASSURANCE
QUALITY
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--Quality Control is the responsibility of the primary
installer or fabricator of the material; they are the
experts in what they build.
--Quality Assurance is the oversight by the agency of
the Quality Control; they want to receive what is
specified.
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Uses verified QC testing and inspection as acceptance (like when
observing the production of a car you want to buy )
--Independent Assurance is the responsibility of the
agency to ensure QA and QC are verifiable
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Make sure QC and QA testing are compatible and consistent
Contractor Quality Control
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Sections 111 thru 117 and website
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111 Administration- General
Gives overview of program
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Check to see Responsible Person in Charge and Quality
Control Coordinator; both required or only one
See exceptions (inspector separate from foreman)
Contractor responsible for the Quality of the work.
Owner oversight and verification of Contractor is acceptance.
112 QC Administration
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Organization structure based on 113
Documentation
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Contractor responsible
Contractor Quality Control
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112 QC Administration (continued)
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112.04 Documentation
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Filing
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Be legible, identifiable, and retrievable.
Protected in a manner to prevent damage, deterioration, or
loss.
Readily available for review within 4 hours.
Retain documents until transmitted to the Engineer at
substantial completion
Section has list of requirements
Submittal procedure
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Logging and Submission Process
Contractor Quality Control
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112 QC Administration (continued)
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Submittal procedure
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Reviewing Returned Submittals
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No exceptions taken
With Corrections Noted
Amend and Resubmit
Rejected
Deficiency tracking
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Deficient Work
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work that is not in accordance with Contract Documents
it can be readily corrected
112 QC Administration (continued)
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Deficiency tracking
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Deficient Work
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Non-Conforming Work (non-compliance)
 A Deficiency which cannot be readily corrected
 For example, concrete compressive strengths being
below specification, or Field soils density test being
below specification and no longer accessible.
Informational Tests
 Determine the amount of effort necessary to provide
work that complies with the Contract Documents
 Need to notify ahead of time if want to use for
acceptance
112 QC Administration (continued)
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Deficiency tracking
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Deficient Work
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When found and resolved same day, do not list
Deficiency Reporting
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At minimum
 Weekly Review
 Before the Weekly Progress Meeting, review the
Deficiency Tracking Log for outstanding Deficiencies.
 Generate a summary of outstanding deficiencies
including status of each.
 Deliver the Summary at the Weekly Meeting
112 QC Administration (continued)
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Deficiency tracking
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Deficiency Resolution
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Resolution by Contractor, not Engineer
Engineer can disapprove the resolution
Resolution must be reviewed by a contractor PE
112.05 Conflict Resolution Process
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24 hrs for position 5 Quality Control Inspector
48 hrs for position 3 Responsible Person-inCharge
96 hrs for position 1 Contractor Principal
Representative
112 QC Administration (continued)
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112.05 CONFLICT RESOLUTION PROCESS
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3rd party testing
Agreed by contractor and engineer
Costs for 3rd party
112.06 CERTIFICATION, MATERIAL DELIVERY,
TRACKING
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Logs see section 115,116
Complete the Materials Delivery documentation. REMEMBER ON
LPA PROJECTS, BUY AMERICA CLAUSE
Track materials until incorporation into the work.
Ensure that all materials are noted on the Materials Tracking
Log.
Resolve certification problems.
112 QC Administration (continued)
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112.07 ACTIVITY CARDS AND CONTROL
MEASURES (Form CCPW QC-103)
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RPC to ensure in conformance with section
114
Section 1 Actual Work Performed
112 QC Administration (continued)
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Section 2 Deficiency Check
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Section 3 Inspection Items
112 QC Administration (continued)
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Section 4 – Testing & Sampling
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Table 1 on web
Test turn-a-round important! $100 per day deduction for late tests
Need appropriate documentation for various lifts, use stations, lift elevations.
Use the materials & sample tracking log.
Sequential test numbering for entire project
Section 5- Remarks
Section 6- Sign-Off
112 QC Administration (continued)
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Testing & Sampling
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List potential testing for the project
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Log from inspection of Asphalt Concrete
112 QC Administration (continued)
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Concrete Placement log
112 QC Administration (continued)
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Sample Tracking Log
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Attach lab tests
112 QC Administration (continued)
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112.08
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Activity card completed and attach:
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Field Tests
Inspection reports (CCPW QC-100)
Inspection forms (see
http://www.accessclarkcounty.com/depts/public_works/Pages/qa.as
px )
112.09
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DAILY REPORTING
MONTHLY REPORTING
Summary of QC performed
Include quantity and amount of testing
Cover letter attest that the month has been reviewed
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Indicate short falls in testing, quality and other pertinent items
State resolution actions in letter or being resolved
Material resolution to be reviewed and stamped by an engineer
112 QC Administration (continued)
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112.09
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Submitted using in part or whole:
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CD-Rom
Word processing documents
Spectraqest
Or combination
In format in the section
112.10
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MONTHLY REPORTING
FINAL REPORTING
Same as previous, but shall not be submitted until all
discrepancies and non-conformances have been
resolved, including the close-out audit.
Testing shortfalls will have fees assigned
112 QC Administration (continued)
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112.11
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Project over 90 calendar days, no audit needed
Items:
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QC AUDITING PROCEDURES
Advanced Notification Cards Logs - 24-hour notice being given
Pre-Activity Meetings Logs
Activity Cards Logs - accurate, correct, and complete on a daily
basis
Materials tracking log
Sampling and Testing completed with tracking information and
results
Record dwg’s are being updated monthly
QC documentation and overall program is being implemented
effectively
Documentation for resolution of Deficiencies/Non-Conformances
Logs correct and complete
Written document with checklist
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Follow-up audit for corrections within one week
112 QC Administration (continued)
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112.12 QC
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PROGRAM REVISIONS
Changes in procedures
Forms
Organization
Need approval of engineer
113 CONTRACTOR ORGANIZATION
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Basic chain of command
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Position 1 - Contractor Principal Representative
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Position 2 - Professional Engineer (PE)
Position 3 - Responsible Person-in-Charge (RPC)
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Owner or representative
Superintendent level
Position 4 - Quality Control Coordinator (QCC)
Position 5 - Quality Control Inspector (QCI)
Positions 6 - Quality Control Field Technician (QCFT)
Positions 7 - Quality Control Lab Technician (QCLT)
All positions need resumes submitted
113 CONTRACTOR ORGANIZATION
(cont)
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Responsible Person-in-Charge (RPC)
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QC Laboratory Engineer
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Responsible for the work
Min 8 yrs in type of construction
Stop work authority
Min 5 years experience construction experience
Nevada PE
Quality Control Coordinator (QCC)
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Ensures that the documents are coordinated to all
levels of the project
Min 2 yrs experience or resume
113 CONTRACTOR ORGANIZATION
(cont)
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Inspectors or foremen (if acting inspector
per section 111)
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Must submit form (Tables 1 thru 7)
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Min 3 years experience
One form per individual
Inspections and persons MUST also be
identified during pre-activity mtg
113 CONTRACTOR ORGANIZATION
(cont)
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Laboratories
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AASHTO AMRL/CCRL accredited
Must be maintain throughout project
 Subject to non-payment
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ID all labs used
114 INSPECTION PROCEDURES
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114.04 INSPECTION PROCESS
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Shall have experience
PRE-ACTIVITY MEETINGS
First start of any bid item work, or after long
period of in-activity
 Meet with all involved
 Meet at location of work
 Setup by contractor but Engineer may ask for one
 RPC facilitates
 Provide documentation, follow list
 RPC, QC & QA Inspectors, foremen
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114 INSPECTION PROCEDURES
(cont)
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ADVANCE NOTIFICATION CARDS
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Use form on website
114 INSPECTION PROCEDURES
(cont)
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QUALITY CONTROL ACTIVITY CARD PROCESS
Section 1 – Actual Work Performed
 Section 2 – Deficiency Check
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If none, initial
If exists, note in row and log number
114 INSPECTION PROCEDURES
(cont)
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Section 3 – Item/Material for Inspection
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For inspections of work in Section 1
QC initial & date
Minimum one day advance notification for QA
If QA cannot inspect, note it then continue the work
Attach inspection forms to card
114 INSPECTION PROCEDURES
(cont)
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Section 4 – Testing and Sampling Requirements
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Used for documenting work in Section 1
RPC indicate actual tests
Indicate amount of material that could be tested
Amount of tests based on Table I frequency
114 INSPECTION PROCEDURES
(cont)
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SAMPLING AND TESTING
Table I on website
 Density tests to be clearly marked with paint
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FINAL INSPECTION(S) AND TESTING
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Ensure all deficiencies are corrected and
documented
114 INSPECTION PROCEDURES
(cont)
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HOLD POINT PROCESSES
Defined on website
 Used for work stop for inspection
 Contractor can add hold points
 Shall not proceed with work
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MATERIAL SOURCES
Delivery onsite inspected by Contractor and
Engineer
 Source inspection performed as required by
contract
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114 INSPECTION PROCEDURES
(cont)
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ELEVATION REFERENCES
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Elevations minus from one of grades
Example: Finish Grade Aggregate Base minus
0.5 feet or FGAB-0.5'
114 INSPECTION PROCEDURES
(cont)
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114.05 FIELD PROBLEM IDENTIFICATION
AND REPORTING PROCESS
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Read the procedure for each
Non-quality personnel
 Testing tech
 QC inspector
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114 INSPECTION PROCEDURES
(cont)
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114.06 TRACKING RESPONSIBILITY
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RPC shall track discrepancy on the activity
card
Compare to log
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Ensure all resolved
114 INSPECTION PROCEDURES
(cont)
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114.08
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INSPECTION REPORTS
Use form CCPW QC-100 or similar approved
by the Engineer
Full-time documented inspection
Oversight writing shall include
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Observation of Quality Control and Quality
Assurance tests
Review or spot check of procedures
114 INSPECTION PROCEDURES
(cont)
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Evaluation of project controls
Coordination
Review all field and lab test data
Written inspection report to include:
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Date including the year.
Weather conditions; cloudy, rain, etc.
Temperature – high and low (the web site
wunderground.com is a good resource).
114 INSPECTION PROCEDURES
(cont)
Wind velocity and direction (approximate).
 Total calendar days.
 Contractors and Subcontractor’s working hours.
 Specify work activities performed on that day/week
The work in progress.
 Pay Quantities for the day’s activities.
 Note any unusual situations encountered, such as
accidents, damages to vehicles or to the project,
unusual material (bentonite, etc.), or anything that
you would bring to the attention of others.
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114 INSPECTION PROCEDURES
(cont)
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Important calls,
Conversations,
Verbal discussions with Engineer relative to the work,
including any. instructions or suggestions from the
Engineer.
Communication with the property owners.
Official visitors and their recommendations; official visitors
may include FHWA, Central. Office Personnel, Region
Personnel.
Major equipment.
Sizable work forces being moved onto or away from the
job.
General locations where equipment is working, not
working, and/or idle for repairs.
Material rejected and reason.
114 INSPECTION PROCEDURES
(cont)
Substandard materials and justification.
 Any phase shut down, justification and by whom.
 Time spent with Engineer on disputable items of
work.
 Describe any delays and duration.
 Progress of surveying and staking.
 Deviations and corrective action taken.
 Traffic Control.
 Changes to Plans.
 Project personnel.
 Contractor Inspector signature and title
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INDEPENDENT
ASSURANCE
Independent Assurance Testing
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Verifies visually
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Verifies QC and QA testing procedures
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Care Custody and Control
3-way split, IA retain one, only QA/QC testing
If test by IA are required
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Use 3rd sample
General Responsibilities IA Testers
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IA unit is responsible for auditing field
testers by :
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Performing visual audits,
Direct the splitting material samples
Maintaining testing consistency
Verifying that all testing personnel
possess the necessary qualifications
Performing inspections on QA and QC
labs
General Responsibilities of IA
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FHWA Area Engineers may collaborate in
sampling and testing
QA and/or QC testers sampling in the
presence of and at the locations by IA tester
QA and QC Equipment Evaluation
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Lab inspections
QA and QC Equipment Evaluation
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IA shall evaluate the QC and QA
laboratory and field equipment
Calibrated per the AASHTO AMRL-CCRL
calibration frequency
Be performed during the laboratory audit,
beginning of project,
Recorded on the audit form (Appendix A)
QA and QC Personnel Evaluation
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IA is responsible for the split sample
program
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Split Samples 3-way splits, but 3rd for retain
only
IA retain custody until given to QA or QC
Split samples and tests on the following
materials:
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Select Borrow , Selected Material , Granular and
Drain Backfill ,
QA and QC Personnel Evaluation
Base Aggregates, Concrete Aggregates,
 Aggregates for Plantmix Bituminous Surface, and
UTACS
 Concrete
 Plantmix Bituminous Surface
 UTACS
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Reporting Procedures
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QA QC data given to IA for tabulation
onto one form
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CCPW form IA-001- Compaction Curve
CCPW form IA-003 2-way or 3 way split
samples- Use for QA and QC sample
comparisons
Reporting Procedures
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CCPW form IA-004- Audit Report Form for
Concrete Aggregates
CCPW form IA 005, Audit Report Form of
Concrete Tests
CCPW form IA-006- Visual Audit Form for
QC and QA Laboratories
CCPW form IA-008- Lab Inspection
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