Validation QA and QC Examples
Validation QA and QC Examples
Validation QA and QC Examples:BH-05 TRANS-QAQC
0
0
1000
1000
0
0
1000
1000
1
11
Validation QA and QC Examples:BH-05 TRANS-QAQC
BH-05 TRANS-QAQC
56
568420.5
4812435.8
-80.2415
43.5178
312.6
12
0
12
0
846213759402
1
1
0
0
0
1
1
0
0
Highway 7, Station 12+450, eastbound shoulder
Transportation Geotechnical Borehole
46248
DOT Geotechnical Drilling Contractor
0
46248
-1
0
150
Hollow Stem Auger
0.5
SS
0.6
1.5
Validation QA and QC Examples:BH-05 TRANS-QAQC
1
3
1
72
0
2
72.2222222222222
2
2
54
0
0
0
Admin
Admin
46250.5057067014
0
0
0
0
46250.5057144676
0
1
1
Validation QA and QC Examples:BH-05 TRANS-QAQC
R-730
2
COMPLETENESS
Sample ID is required
Samples
4
Sample
SampleNumber
Sample ID is required
6.3
-999
0
Enter a unique sample ID.
100
0
Non-empty sample ID
-1
0
0
1
0
0
0
0
0
46250.4602797338
2
1
Validation QA and QC Examples:BH-05 TRANS-QAQC
R-731
2
LAB_QC
Duplicate sample ID detected
Samples
3
Sample
SampleNumber
Duplicate sample ID detected
4.8
-999
0
Sample ID duplicates record 3.
100
0
BH05-SS-02
Unique sample ID
-1
0
0
1
0
0
0
0
0
46250.4602797338
1
2
Validation QA and QC Examples:BH-05 TRANS-QAQC
R-730
2
COMPLETENESS
Sample ID is required
Samples
4
Sample
SampleNumber
Sample ID is required
6.3
-999
0
Enter a unique sample ID.
SampleIDRequired
1.0
100
A sample identifier is required for traceability, laboratory linkage, chain of custody, and defensible QA/QC.
The sample identifier may not have been entered, imported, or mapped from the source record.
Review the field and laboratory records, enter the verified sample identifier, and confirm that linked results reference the same identifier.
2
Non-empty sample ID
0.9
1
1
0
1
1
2
0
0
ValidationRules/R-730
46250.5057067014
2
2
Validation QA and QC Examples:BH-05 TRANS-QAQC
R-731
2
LAB_QC
Duplicate sample ID detected
Samples
3
Sample
SampleNumber
Duplicate sample ID detected
4.8
-999
0
Sample ID duplicates record 3.
DuplicateSampleIDDetected
1.0
100
Duplicate identifiers can associate results with the wrong sample and compromise traceability.
The identifier may have been copied to another sample, reused during import, or assigned before the final sample sequence was known.
Compare the affected samples with field sheets and chain-of-custody records, assign the correct unique identifiers, and update all linked laboratory data.
0
BH05-SS-02
Unique sample ID
0.9
1
1
0
1
1
2
0
0
ValidationRules/R-731
46250.5057067014
3
2
Validation QA and QC Examples:BH-05 TRANS-QAQC
R-801
1
CROSS_DATASET
Subgrade moisture content exceeds optimum moisture by the permitted tolerance
Remarks
2
Moisture Content
MoistureContent/OptimumMoistureContent
Subgrade moisture content exceeds optimum moisture by the permitted tolerance
2.2
-999
0
Subgrade moisture exceeds optimum moisture tolerance.
SubgradeMoistureAboveOptimum
1.0
60
Subgrade moisture materially above optimum can reduce achievable compaction and pavement support.
Natural moisture, optimum moisture, depth linkage, material role, test method, or configured tolerance may be incorrect or the subgrade may be excessively wet.
Verify the paired moisture values and test method at the same depth, confirm the agency tolerance, and assess drying, aeration, stabilization, or undercut requirements.
0
22.6% (5.1 percentage points above optimum)
<= 19.5% (OMC 17.5% + tolerance 2%)
0.75
1
0
1
1
1
1
0
0
ValidationRules/R-801
46250.5057067014
4
2
Validation QA and QC Examples:BH-05 TRANS-QAQC
R-802
1
GEOTECHNICAL
Subgrade CBR is below the applicable design criterion
Remarks
1
California Bearing Ratio
CBR
Subgrade CBR is below the applicable design criterion
2.2
-999
0
Subgrade CBR is below the applicable design criterion.
SubgradeCBRBelowCriterion
1.0
60
Subgrade CBR below the design criterion may indicate inadequate pavement support and requires engineering review.
The CBR result, soaked or unsoaked condition, sample depth, subgrade designation, or selected agency criterion may be incorrect, or the subgrade may be weak.
Verify the test result and method, sample linkage and applicable criterion, then assess stabilization, replacement, undercut, drainage, or pavement redesign.
0
3%
>= 5%
0.75
1
0
1
1
1
1
0
0
ValidationRules/R-802
46250.5057067014
1
-1
Validation QA and QC Examples:BH-05 TRANS-QAQC
1
1.0.0
46250.4602796875
46250.4602797338
4
2
0
0
Admin
2
-1
Validation QA and QC Examples:BH-05 TRANS-QAQC
1
2.0.0
46250.5057066551
46250.5057067014
4
2
2
0
Admin
Validation QA and QC Examples:BH-05 TRANS-QAQC
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
1
0
0.18
ASPHALT
PAVEMENT
ASPHALT CONCRETE pavement; two lifts; minor oxidation and transverse cracking.
ASPHALT CONCRETE pavement;
two lifts; minor oxidation and
transverse cracking.
Asphalt
Black
Not Perceptible
Dense
3
6
6
0
1
0
1
USCS
0
0
1
1
0
4210752
0
16777215
6
1
0
90
50
0
0
1
Validation QA and QC Examples:BH-05 TRANS-QAQC
2
0.18
0.65
GRANULAR A
BASE
Crushed sand and gravel GRANULAR A base; compact; moist.
Crushed sand and gravel
GRANULAR A base; compact; moist.
Sand and Gravel
Brown Grey
Not Perceptible
Compact
3
6
6
0
1
0
1
USCS
0
0
1
1
0
12632256
0
16777215
6
1
0
90
50
0
0
1
Validation QA and QC Examples:BH-05 TRANS-QAQC
3
0.65
1.4
GRANULAR B
SUBBASE
Sand and gravel GRANULAR B Type II subbase; trace silt; compact; moist.
Sand and gravel GRANULAR B Type
II subbase; trace silt; compact;
moist.
Sand and Gravel
Brown
Not Perceptible
Compact
3
6
6
0
1
0
1
USCS
0
0
1
1
0
1411839
0
16777215
6
1
0
90
50
0
0
1
Validation QA and QC Examples:BH-05 TRANS-QAQC
4
1.4
5.5
CL
SUBGRADE
Brown silty CLAY, trace sand; firm to stiff; moist; native subgrade.
Brown silty CLAY, trace sand; firm to
stiff; moist; native subgrade.
Silty Clay
Brown
Not Perceptible
Fine pores
Firm to Stiff
3
6
6
0
1
0
10
USCS
0
0
1
1
0
9276813
0
16777215
6
1
0
90
50
0
0
1
Validation QA and QC Examples:BH-05 TRANS-QAQC
5
5.5
12
TILL
FOUNDATION SOIL
Dense grey-brown sandy silt TILL, some gravel; moist.
Dense grey-brown sandy silt TILL,
some gravel; moist.
Glacial Till
Grey Brown
Not Perceptible
Dense
3
6
6
0
1
0
1
USCS
0
0
1
1
0
14965
0
16777215
6
1
0
90
50
0
0
1
Validation QA and QC Examples:BH-05 TRANS-QAQC
0
0
0
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
USCS / AASHTO Classification
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
Moisture Content
%
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
Optimum Moisture Content
%
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
California Bearing Ratio
%
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
% Passing 200 Sieve
%
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
% Passing Sieve
%
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
Moisture / Compaction
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
Transportation Laboratory Results
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
QA/QC Findings
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
USCS / AASHTO Classification
1
0.3
GW-GM / A-1-a
Validation QA and QC Examples:BH-05 TRANS-QAQC
USCS / AASHTO Classification
2
0.8
GP-GM / A-1-b
Validation QA and QC Examples:BH-05 TRANS-QAQC
USCS / AASHTO Classification
3
2.2
CL / A-6
Validation QA and QC Examples:BH-05 TRANS-QAQC
USCS / AASHTO Classification
4
7
SM / A-2-4
Validation QA and QC Examples:BH-05 TRANS-QAQC
Moisture Content
1
0.4
5.8
Validation QA and QC Examples:BH-05 TRANS-QAQC
Moisture Content
2
1
8.4
Validation QA and QC Examples:BH-05 TRANS-QAQC
Moisture Content
3
2.2
22.6
Validation QA and QC Examples:BH-05 TRANS-QAQC
Optimum Moisture Content
1
2.2
17.5
Validation QA and QC Examples:BH-05 TRANS-QAQC
California Bearing Ratio
1
0.4
82
Validation QA and QC Examples:BH-05 TRANS-QAQC
California Bearing Ratio
2
2.2
3
Validation QA and QC Examples:BH-05 TRANS-QAQC
% Passing 200 Sieve
1
1
11.5
Validation QA and QC Examples:BH-05 TRANS-QAQC
Moisture / Compaction
1
0.4
Moisture 5.8%; 98% Standard Proctor MDD.
Validation QA and QC Examples:BH-05 TRANS-QAQC
Moisture / Compaction
2
1
Moisture 8.4%; 94% Standard Proctor MDD.
Validation QA and QC Examples:BH-05 TRANS-QAQC
Moisture / Compaction
3
2.2
Moisture 22.6%; above optimum by 5.1%.
Validation QA and QC Examples:BH-05 TRANS-QAQC
Transportation Laboratory Results
1
0.4
Gradation meets Granular A; LA abrasion 28%; CBR 82%.
Validation QA and QC Examples:BH-05 TRANS-QAQC
Transportation Laboratory Results
2
1
Gradation outside Granular B envelope at No. 200 sieve; 11.5% passing.
Validation QA and QC Examples:BH-05 TRANS-QAQC
Transportation Laboratory Results
3
2.2
LL 38%; PI 19%; CBR 3%; sulfate 0.06%.
Validation QA and QC Examples:BH-05 TRANS-QAQC
QA/QC Findings
1
1.7
WARNING: Subgrade moisture content exceeds optimum moisture content
Validation QA and QC Examples:BH-05 TRANS-QAQC
QA/QC Findings
2
2.6
WARNING: CBR is below the applicable design criteria
Validation QA and QC Examples:BH-05 TRANS-QAQC
QA/QC Findings
3
4.8
ERROR: Duplicate sample ID detected.
Validation QA and QC Examples:BH-05 TRANS-QAQC
QA/QC Findings
4
6.3
ERROR: Sample ID is required.
Validation QA and QC Examples:BH-05 TRANS-QAQC
1
0.3
BH05-GB-01
BULK
90
0
0
0.35
23
0
0
0
0
0
0
Granular Base
0
0
Compact
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
2
1.5
BH05-SS-01
SS
4 6 7
75
0
0
0.6
23
0
0
0
0
0
0
Silty Clay
0
0
Firm
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
3
3
BH05-SS-02
SS
6 8 9
82
0
0
0.6
23
0
0
0
0
0
0
Silty Clay
0
0
Stiff
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
4
4.5
BH05-SS-02
SS
8 11 13
88
0
0
0.6
23
0
0
0
0
0
0
Silty Clay
0
0
Stiff
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
5
6
SS
14 18 21
70
0
0
0.6
23
0
0
0
0
0
0
Glacial Till
0
0
Dense
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
6
9
BH05-SS-05
SS
18 24 28
68
0
0
0.6
23
0
0
0
0
0
0
Glacial Till
0
0
Dense
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
1
TRANSPORTATION INVESTIGATION LOG:
BH-05 TRANS-QAQC
3
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
2
PROJECT:
Validation QA and QC Examples
5
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
3
CONTRACT / PROJECT NO.:
DOT-QAQC-DEMO-001
6
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
4
DATE:
2026-08-14
14
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
5
SURFACE ELEVATION:
312.6
11
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
6
EASTING:
568420.5
7
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
7
NORTHING:
4812435.8
8
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
8
VALIDATION STATUS:
Failed
0
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
9
COMPLETENESS:
72%
0
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
10
CONFIDENCE:
54%
0
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
11
QA/QC STATE:
In Progress
0
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
12
ROUTE / HIGHWAY:
Highway 7 Eastbound
0
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
13
STATION / CHAINAGE:
12+450
0
0
Validation QA and QC Examples:BH-05 TRANS-QAQC
Well
0
40
30
0
1
0
0
0
0
1
0
0
0