What does SpecFunnel do?

SpecFunnel uses AI to extract test and inspection requirements from your construction specs and plans, then organizes them into a structured, audit-ready Inspection & Test Plan (ITP) log — in minutes instead of weeks. It also tracks PDF inspection reports tied back to each spec requirement, and you can search across all your uploaded reports to find specific results, locations, or inspectors — no more digging through folders of PDFs.

Who is SpecFunnel for?

SpecFunnel is built for QC/QA managers, quality control engineers, special inspectors, general contractors, and project engineers — anyone responsible for tracking testing and inspection requirements on a construction project.

How does AI extraction work?

Upload your spec and plan documents as PDFs. Our AI reads through every page, identifies testing and inspection requirements, and structures them into a complete ITP log organized by CSI division — ready for your team to review and finalize.

Can I upload both specs and plans?

Yes. You can upload specification documents and plan drawings. SpecFunnel extracts requirements from both and matches plan-referenced tests back to the relevant spec sections for a unified ITP.

Absolutely. All uploads are encrypted in transit and at rest. We follow SOC 2 security practices, and your documents are never shared with third parties or used to train AI models.

How is SpecFunnel different from Procore?

Procore is a broad project management platform. SpecFunnel is purpose-built for inspection and test plan management — it reads your specs, extracts testing requirements, and gives you a structured ITP log that Procore doesn't generate.

How is SpecFunnel different from Autodesk?

Autodesk Construction Cloud has AI features like AutoSpecs (which extracts submittal requirements) and Autodesk Assistant (which answers questions about your documents). SpecFunnel is focused specifically on testing and inspection — it automatically extracts every test requirement from your specs and plans and builds a structured ITP log, which Autodesk doesn't do.

What file formats are supported?

SpecFunnel accepts PDF files for both specifications and plan drawings. Simply upload your contract documents as PDFs and the AI handles the rest.

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No more extracting test requirements by hand. Upload your plans and specs, get an audit-ready ITP in minutes.

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SECTION 03 30 00 — CAST-IN-PLACE CONCRETE

3.6 FIELD QUALITY CONTROL
A. Testing Agency: Owner will engage a qualified testing agency.
B. Concrete Tests:
  1. Sampling Fresh Concrete: ASTM C172
  2. Slump: ASTM C143/C143M
  3. Air Content: ASTM C231, pressure method
  4. Compressive Strength: ASTM C39/C39M
     a. Cast and cure three standard cylinders
     b. Test one cylinder at 7 days
     c. Test two cylinders at 28 days
  5. Temperature: ASTM C1064 at point of delivery
C. Tolerances:
  1. Slab thickness: +3/8 in., -1/4 in.
  2. Horizontal alignment: ±1/2 in. in 10 ft
  3. Vertical alignment: ±1/4 in. in 10 ft
D. Curing Requirements:
  1. Maintain 50°F minimum for 7 days
  2. Moisture cure per ACI 308.1

SECTION 31 23 00 — EXCAVATION AND FILL

3.4 FIELD QUALITY CONTROL
A. Grading and Fill Tests:
  1. Proctor Density: ASTM D1557 Modified
  2. In-place Density: ASTM D6938 Nuclear Method
  3. Minimum compaction: 95% of max dry density
B. Testing Frequency:
  1. Every 2-foot lift of fill
  2. Every 500 square feet of subgrade
  3. At each change of material source
C. Subgrade Preparation:
  1. Proof-roll with loaded dump truck
  2. Remove soft spots and replace with structural fill
  3. Scarify and recompact to 6-inch depth
D. Acceptance Criteria:
  1. No pumping or rutting under proof-roll
  2. Density tests within specified range

SECTION 05 12 00 — STRUCTURAL STEEL FRAMING

3.3 FIELD QUALITY CONTROL
A. Special Inspection per IBC Chapter 17.
B. Welding Inspection:
  1. Visual: AWS D1.1 all welds
  2. Ultrasonic: ASTM E164 for CJP welds
  3. Magnetic Particle: ASTM E709
C. Bolt Inspection:
  1. Pre-installation verification per RCSC
  2. Pretensioned: calibrated wrench or DTI
  3. Slip-critical: Faying surfaces clean, dry
D. Tolerances per AISC Code of Standard Practice:
  1. Column plumbness: 1/500 of height
  2. Beam sweep: L/1000
  3. Elevation: ±3/4 in. from theoretical
E. Fireproofing inspection after steel erection

SECTION 22 10 00 — PLUMBING PIPING

3.10 WATER SYSTEM TEST
A. Fill piping with water and purge air.
B. Test pressure: 150 psi minimum for 2 hours.
C. No leakage permitted. Repair and retest.
3.14 DWV TESTING
A. Air Test: 5 psi gauge for 15 minutes.
B. Water Test: 10-foot head for minimum 15 min.
C. Inspect joints for leaks with detector.
3.16 STORM DRAINAGE TEST
A. Flood test each horizontal drain for 15 min.
B. No leakage at joints or connections.
C. Verify proper slope: 1/4 in. per foot minimum
D. Video inspection of underground mains
  1. Record location of all connections
  2. Document pipe condition and alignment

SECTION 26 05 00 — COMMON WORK FOR ELECTRICAL

3.03 TESTING AND INSPECTION
A. Insulating Resistance Testing:
  1. Megger test on each circuit at 500V DC
  2. Duration: one minute minimum
  3. Record readings for each circuit
B. Operating Test:
  1. Demonstrate operation of each system
  2. Verify proper phase rotation
  3. Test ground fault protection devices
C. Grounding System:
  1. Test electrode resistance: 5 ohms maximum
  2. Verify bonding at all connections
  3. Document with calibrated earth ground tester
D. Emergency Power:
  1. Transfer switch: 10-second maximum
  2. Load bank test: 4 hours at rated capacity

SECTION 07 92 00 — JOINT SEALANTS

3.4 FIELD QUALITY CONTROL
A. Adhesion Testing:
  1. Field adhesion test per ASTM C1521
  2. Test three locations per elevation
  3. Minimum: 100% cohesive failure
B. Inspection:
  1. Verify joint preparation prior to sealant
  2. Check backer rod depth and diameter
  3. Document ambient conditions
C. Environmental Requirements:
  1. Temperature: 40°F to 100°F
  2. No rain within 24 hours of application
  3. Surfaces must be dry and frost-free
D. Quality Records:
  1. Log sealant batch numbers per location
  2. Photograph joints before and after sealing

SECTION 03 30 00 — CAST-IN-PLACE CONCRETE

3.6 FIELD QUALITY CONTROL
A. Testing Agency: Owner will engage a qualified testing agency.
B. Concrete Tests:
  1. Sampling Fresh Concrete: ASTM C172
  2. Slump: ASTM C143/C143M
  3. Air Content: ASTM C231, pressure method
  4. Compressive Strength: ASTM C39/C39M
     a. Cast and cure three standard cylinders
     b. Test one cylinder at 7 days
     c. Test two cylinders at 28 days
  5. Temperature: ASTM C1064 at point of delivery
C. Tolerances:
  1. Slab thickness: +3/8 in., -1/4 in.
  2. Horizontal alignment: ±1/2 in. in 10 ft
  3. Vertical alignment: ±1/4 in. in 10 ft
D. Curing Requirements:
  1. Maintain 50°F minimum for 7 days
  2. Moisture cure per ACI 308.1

SECTION 31 23 00 — EXCAVATION AND FILL

3.4 FIELD QUALITY CONTROL
A. Grading and Fill Tests:
  1. Proctor Density: ASTM D1557 Modified
  2. In-place Density: ASTM D6938 Nuclear Method
  3. Minimum compaction: 95% of max dry density
B. Testing Frequency:
  1. Every 2-foot lift of fill
  2. Every 500 square feet of subgrade
  3. At each change of material source
C. Subgrade Preparation:
  1. Proof-roll with loaded dump truck
  2. Remove soft spots and replace with structural fill
  3. Scarify and recompact to 6-inch depth
D. Acceptance Criteria:
  1. No pumping or rutting under proof-roll
  2. Density tests within specified range

SECTION 05 12 00 — STRUCTURAL STEEL FRAMING

3.3 FIELD QUALITY CONTROL
A. Special Inspection per IBC Chapter 17.
B. Welding Inspection:
  1. Visual: AWS D1.1 all welds
  2. Ultrasonic: ASTM E164 for CJP welds
  3. Magnetic Particle: ASTM E709
C. Bolt Inspection:
  1. Pre-installation verification per RCSC
  2. Pretensioned: calibrated wrench or DTI
  3. Slip-critical: Faying surfaces clean, dry
D. Tolerances per AISC Code of Standard Practice:
  1. Column plumbness: 1/500 of height
  2. Beam sweep: L/1000
  3. Elevation: ±3/4 in. from theoretical
E. Fireproofing inspection after steel erection

SECTION 22 10 00 — PLUMBING PIPING

3.10 WATER SYSTEM TEST
A. Fill piping with water and purge air.
B. Test pressure: 150 psi minimum for 2 hours.
C. No leakage permitted. Repair and retest.
3.14 DWV TESTING
A. Air Test: 5 psi gauge for 15 minutes.
B. Water Test: 10-foot head for minimum 15 min.
C. Inspect joints for leaks with detector.
3.16 STORM DRAINAGE TEST
A. Flood test each horizontal drain for 15 min.
B. No leakage at joints or connections.
C. Verify proper slope: 1/4 in. per foot minimum
D. Video inspection of underground mains
  1. Record location of all connections
  2. Document pipe condition and alignment

SECTION 26 05 00 — COMMON WORK FOR ELECTRICAL

3.03 TESTING AND INSPECTION
A. Insulating Resistance Testing:
  1. Megger test on each circuit at 500V DC
  2. Duration: one minute minimum
  3. Record readings for each circuit
B. Operating Test:
  1. Demonstrate operation of each system
  2. Verify proper phase rotation
  3. Test ground fault protection devices
C. Grounding System:
  1. Test electrode resistance: 5 ohms maximum
  2. Verify bonding at all connections
  3. Document with calibrated earth ground tester
D. Emergency Power:
  1. Transfer switch: 10-second maximum
  2. Load bank test: 4 hours at rated capacity

SECTION 07 92 00 — JOINT SEALANTS

3.4 FIELD QUALITY CONTROL
A. Adhesion Testing:
  1. Field adhesion test per ASTM C1521
  2. Test three locations per elevation
  3. Minimum: 100% cohesive failure
B. Inspection:
  1. Verify joint preparation prior to sealant
  2. Check backer rod depth and diameter
  3. Document ambient conditions
C. Environmental Requirements:
  1. Temperature: 40°F to 100°F
  2. No rain within 24 hours of application
  3. Surfaces must be dry and frost-free
D. Quality Records:
  1. Log sealant batch numbers per location
  2. Photograph joints before and after sealing

Stage 01 · Upload & Receive

Upload your specs. Receive a complete ITP log in minutes.

Drop in plans and specs as PDFs — up to 1,000+ pages. SpecFunnel reads your contract documents and extracts every project-specific testing requirement into an ITP log, organized by CSI division. What used to take 40–100 hours happens in minutes — ready for your team to review, adjust, and own.

Project Specifications

847 pages · 12 divisions

Analyzed

03Concrete24 tests

04Masonry11 tests

05Metals18 tests

07Thermal & Moisture9 tests

09Finishes15 tests

ITP Generated

Tests extracted0

Time saved0 hrs

Minutes, not weeks

Stage 02 · Track

Every result tracked. Every report filed. Audit-ready.

Upload the test report PDF and SpecFunnel's AI extracts the results, inspector, location, and spec reference — you just verify everything looks right. Each report lands in one unified testing log, organized by CSI division, with compliance rates and subcontractor performance updating in real time. Audit-ready from day one.

Testing Log

48 reports · 3 divisions

0% compliance

Reports

Passed

Need attention

Compressive Strength · Set A

Testing Agency

Pass

Slump Test · Pour #4

M. Ramirez

Pass

Grout Sample · Wall W-12

L. Kim

Fail

Bolt Torque Verification

A. Singh

Pass

Fireproofing Thickness

J. Brown

Pass

By Subcontractor

ABC Concrete0%

Steel Works Inc.0%

Masonry Co.0%

Audit-ready from day one

Stage 03 · Export

Exports that look like yours — not ours.

Export your ITP log — or the complete package of organized test reports behind it — to PDF or Excel with your logo and company colors. Drop it straight into a submittal package or owner report — no reformatting required.

ACME CONSTRUCTION

ITP LOG

REF

TEST

STATUS

03 30 00

Compressive Strength

Pass

04 22 00

Grout Sample · W-12

Fail

05 12 00

Bolt Torque

Pass

09 81 16

Fireproofing Thk.

Pass

PDF

XLSX

Your brand

Before → After

Before

1000+

Pages of dense specs

40+ hrs

Of manual extraction

After

Clean inspection & test plan

10 min

From upload to ready

Scheduling

Never lose track of when inspectors are coming to site.

Drag and drop to reschedule

When the jobsite shifts, grab an inspection and drop it on a new day. The whole team sees the update instantly — no group text, no email chain.

Live schedule for the whole team

Field supers, labs, and GC reps all see the same real-time calendar. Every inspection, every assignment, every change — in one place.

Inspectors approve without an account

Send a one-click email request — inspectors accept or decline straight from their inbox. No login, no onboarding, no friction for the people doing the work.

Try It Yourself