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Client Knowledge Portal
Systems Live Demo Environment
Upload Geotechnical Report
Step 1 - Extract soil parameters automatically
Required

Drop geotechnical PDF here

or click to browse · Supports text-based and scanned PDFs · 25-80 pages typical

Structural Drawings
Step 2 - Pile quantity and spacing extraction
Optional

Drop structural drawings here

Blueprints, foundation plans, permit sets · Phase 5: full CV parsing

Extracted Soil Parameters
From geotechnical report · Review gate: engineer verifies before accepting
Verified
StratumDepth (ft)ClassificationSPT NSu (psf)φ (°)γ (pcf)
10-4CH - Fat clay42,4000120
24-12CL - Lean clay83,60022122
312-20SP - Poorly graded sand22-34118
420-35GW - Well graded gravel40+-38125
Project Status
Ready for Analysis
PM: Brandon Hindbo · Project: PRU26300
Data Sources
HPD Imperial Design
MCE Cost Model
RFQ / Caps Library
Historical Reports
Compute Node
Mac Studio Online
Local deployment · Zero external token cost
Recommendation #1
Highest confidence · Historical match found
94% match
2.875" shaft / 8-10-12 helix / 8.5m embedment
Compression: 128 kN · Tension: 94 kN · Torque: 4.4 kN·m
Structural Approved
Recommendation #2
Lower cost · Higher installability
87% match
2.875" shaft / 10-12 helix / 7.2m embedment
Compression: 112 kN · Tension: 81 kN · Torque: 3.9 kN·m
Geotech Review
Recommendation #3
Conservative · Higher safety margin
82% match
3.5" shaft / 10-12-14 helix / 9.1m embedment
Compression: 156 kN · Tension: 118 kN · Torque: 5.8 kN·m
Durability Approved
Code & Spacing Checks
CheckStandardResult
Minimum spacing3D center-to-centerPass
Corrosion protection50-year design lifePass
Lateral capacityCSA S6Review
Zone C spacingCSA S6Flag
Cost Heat Map
12 configurations evaluated with live pricing
2.7"
8-10
2.7"
10-12
2.8"
8-10
2.8"
10-12
2.8"
10-12-14
3.5"
10-12
3.5"
12-14
Engineering Assistant
What pile section should I use for 75 kN compression in loose sand?
10:42 AM
For 75 kN compression in loose sand, a 2.875" shaft with 10/12 helix configuration at 5.5m embedment provides a safety factor of 2.1. Reference: 4 similar designs with 94% confidence.
10:42 AM
Suggested Prompts
Recent Projects
4,200+ historical projects indexed
IDProject NameDateStatusConfidence
CY-2024-041Highway 2 North Segment 32024-09-12Approved94%
CY-2024-038Red Deer Interchange Piles2024-08-29Approved91%
CY-2024-031Leduc Industrial Yard2024-07-15Review87%
CY-2024-024Calgary Trail South2024-06-22Approved93%
93.4%
Overall Accuracy
+2.1% vs last quarter
91%
Recommendation Match
vs senior engineer
89%
Avg Confidence
Above threshold
2.7%
False Positive Rate
Target <5%
Accuracy by Step
Soil parameter extraction96%
Pile quantity / spacing91%
Code check validation88%
BOM & cost estimation85%
Node Health
Mac Studio Online · Last check: 14s ago
Healthy
ComponentStatus
Logic EngineHealthy
Tiered MemoryHealthy
Citation LayerHealthy
Document ParserDegraded
Audit LoggerHealthy
Active Jobs
Real-time pipeline queue
09:14Analysis CY-2025-012 completed - 91% confidence
09:08Document CY-2025-012-RFQ.pdf parsed
08:44User bhindbo@cyntechgroup.com logged in
08:43HPD Imperial Design v2.17.05 indexed
08:12Recommendation engine batch job finished
Complete Audit Trail
Every decision traced · Immutable log
TimeUserActionObjectResult
09:12:04bhindbo@cyntechgroup.comRun analysisCY-2025-012Success
09:08:22systemIndex updateHPD v2.17.05Success
08:44:11bhindbo@cyntechgroup.comUpload RFQCY-2025-012-RFQ.pdfSuccess
08:43:55systemCompliance scanAll projectsPassed
08:12:00systemBackupKnowledge baseSuccess
Auto-Approval Thresholds
90%
90%
80%
80%
65%
65%
Review Gate Rules
  • All >90% recommendations auto-logged
  • 80-90% flagged for senior review
  • <80% blocked from client delivery
  • Manual overrides recorded in audit trail
  • Confidence tied to document version